HomeMy WebLinkAbout20240922.tiffDocuSign Envelope ID: 4496CFDF-A4BF-4807-99B2-023A67766639
USE BY SPECIAL REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE:
AMOUNT $
APPLICATION RECEIVED BY
DATE RECEIVED:
CASE # ASSIGNED:
PLANNER ASSIGNED:
P ROPERTY INFORMATION
Is the property currently in violation? i No / Yes Violation Case Number:
0799-04-40-4-00-006 & 0799-09-1-00-010
Parcel Number:
S ite Address: 40.509, -104.435 & 40.507, -104.440
IM
SE4 4-6-63 EXC ALL THAT PT LYING S & E OF HWY 392 EXC UPRR RES ALSO EXC OG&M
Legal Description: PTNE4 9-6-63 DESC AS ALL THAT PT LYING N & W HWY 392 EXC UPRR RES ALSO EXC OG&M (7.50 LAKE)
Section: 4 & 9 , Township 6
Within subdivision or townsite?
N, Range 63 W Zoning District: AG Acreage: 155 & 47
No/
r
Yes Name:
Water (well permit # or water district tap #):
Sewer (On -site wastewater treatment system permit # or sewer account #):
Floodplain
No/
Yes Geological Hazard
No/
Yes Airport Overlay
P ROJECT
U SR Use being applied for: Medium -Scaled Solar Facilities
Name of proposed business: stariin_g Solar, LLC, TBD Solar LLC & Oriole Solar, LLC
PROPERTY OWNER(S) (Attach additional sheets if necessary.)
Name:
Ben Brown
No/
Yes
Company: Cornish Plains Livestock, LLLP
Phone #:
Email:
Street Address: 4106 Abbington Ter
City/State/Zip Code: Columbia, MO 65203
APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent)
Name: Kristy Weyerman
Starling Solar LLC, TBD Solar, LLC & Oriole Solar, LLC
970-373-6323 Email: kweyerman@mysunshare.com
Company:
Phone #:
Street Address: 1724 Gilpin St
City/State/Zip Code: Denver, CO 80218
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with
or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property
must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be
included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has
the legal authority to sign for the corporation.
(,tKViVA sir.
S ignature
Corrina Kumpe
12/13/2023 I 11:05 AM MST
Date
Signature Date
P rint Print
07/22 9
DEPARTMENTS OF PLANNING
BUILDING, DEVELOPMENT REVIEW
AND ENVIRONMENTAL HEALTH
1402 NORTH 17Th AVENUE
PO BOX 758
GREELEY CO 80632
AUTHORIZATION FORM
I, (We), $d.si$ui/� •Brtrto, give permission to
SunShare, LLC dlbla Oriole Solar, LLC
(Owner —please print) (Authorized Agent/Applicant—please print)
rAiks k s imivegJee k
to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property
located at (address or parcel number) below:
079909100010
Legal Description: portion of Section 9
I Township 6 Range 63
Subdivision Name: Lot Block _
Property Owners Information:
Address: 35954' Bri9gsdale, CO 80611
Phone: (970) 590 -4933E -mail: doebrownvet@aol.com
Authorized Agent/Applicant Contact Information:
Address: 1124 Gilpin St, Denver, CO 80218
Phone: (303) 7284112
E -Mail: kweyerman@mysunshare.com
Correspondence to be sent to: Owner EL Authorized Agent/Applicant by: Mail Email
Additional Info:
I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this
document, that the information stated above is true and correct to the best of my (our) knowledge.
uescbt ileteli•-
Ownev�ignature
Subscribed and sworn to before me this
‘2_ zevicityd
My commission expires 371//a27,1
Date
Owner Signature
}
, 20 in by
jecterat,Aat-
Notary Public
Serste-J.-01C-4-14t
— — SANDRA BUR AGitl
NOTARY PUBLIC • STATE OF COLORADO
Notary ID #20164017409
My Commission Expires 5111/2024
07T22 11
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07/22
11
Colorado
Secretary of State
Colorado Secretary of State
ID#: 20238153494
Document #: 20238153494
Filed on: 10/30/2023 09:58:35 PM
Paid: $50.00
Articles of Organization for a Limited Liability Company
filed pursuant to § 7-90-301 and § 7-80-204 of the Colorado Revised Statutes (C.R.S.)
The domestic entity name of the limited liability company is Porcupine Solar, LLC
The principal office street address is 1724 Gilpin Street
Denver CO 80218
US
The principal office mailing address is 1724 Gilpin Street
Denver CO 80218
US
The name of the registered agent is Registered Agents Inc.
The registered agent's street address is 1942 Broadway Street
STE 314C
Boulder CO 80302
US
The registered agent's mailing address is 1942 Broadway Street
STE 314C
Boulder CO 80302
US
The person above has agreed to be appointed as the registered agent for this entity.
The management of the limited liability company is vested in Managers
There is at least one member of the limited liability company.
Person(s) forming the limited liability company
CO Land Acquisitions LLC
1724 Gilpin Street
Denver CO 80218
US
Causing this document to be delivered to the Secretary of State for filing shall constitute the affirmation or acknowledgment of
each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the
individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the
document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C.R.S., and, if
applicable, the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in
the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic
statutes.
This perjury notice applies to each individual who causes this document to be delivered to the Secretary of State, whether or not
such individual is named in the document as one who has caused it to be delivered.
Name(s) and address(es) of the individual(s) causing the document to be delivered for filing
Adam Davenport
1724 Gilpin Street
Denver CO 80218
US
PREPARED BY AND
WHEN RECORDED RETURN TO:
CO Land Acquisitions, LLC
1724 Gilpin Street
Denver, CO 80218
(Space above this line for Recorder's use only)
STATEMENT OF AUTHORITY
(Section 38-30472, C.R.S.)
1. This Statement of Authority relates to an entity named Porcupine Solar, LLC.
2. The type of entity is a limited liability company.
3. The entity is formed under the laws of the State of Colorado.
4. The mailing address of the entity is 1724 Gilpin Street, Denver, Colorado 80218.
5. The name of each person authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property on behalf of the entity are:
David Amster-Olszewski, as President and CEO of Global Sun Holdings, Inc.
Corrina Kumpe, as Chief Operating Officer of Global Sun Holdings, Inc.
6. The authority of the foregoing persons to bind the entity is not limited.
7. This Statement of Authority is executed on behalf of the entity pursuant to the provisions
of §3830-172, C.R.S.
8. This Statement of Authority amends and supersedes in all respects any prior Statement of
Authority executed on behalf of the entity.
Executed this G2d day of February 2024.
[Signature Page Follows]
IN WITNESS WHEREOF, the undersigned has caused this Statement of Authority to be
executed as of the date set forth above.
Porcupine Solar, LLC
a Colorado limited liability company
By: CO LAND ACQUISITIONS LLC,
a Colorado limited liability company
Its: Sole Member and Manager
By: SUNSHARE LAND HOLDINGS, LLC
a Colorado limited liability company
Its: Sole Member and Manager
By: SUNSHARE DEVELOPMENT
COMPANY, INC.
a Colorado corporation
Its: Manager
By: SUNSHARE, LLC
a Colorado limited liability company
Its: Sole Shareholder
By: SUNSHARE COMPANY
HOLDINGS, LLC
a Delaware limited liability company
Its: Sole Member and Manager
By: GLOBAL SUN HOLDINGS, INC.
a Colorado corporation
Its: Manager
By:
Corrint`a-K g Officer
STATE OF COLORADO )
ss.
CITY AND COUNTY OF DENVER )
The foregoing instrument was acknowledged before me this DO day of February 2024,
by Corrina Kumpe, Chief Operating Officer of Global Sun Holdings, Inc, a Colorado corporation,
as the manager of SunShare Company Holdings, LLC, a Delaware limited liability company, as
the sole member and manager of SunShare, LLC, a Colorado limited liability company, as the sole
shareholder of SunShare Development Company, Inc., a Colorado corporation, as the manager of
SunShare Land Holdings, LLC, a Colorado limited liability company, as the sole member and
manager of CO Land Acquisitions LLC, a Colorado limited liability company, as the sole member
and manager of Porcupine Solar, LLC, a Colorado limited liability company.
Witness my hand and official seal:
My commission expires: ‘‘ 2g 12.024..
Notary Public,
MACKENZIE MARIE MILLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20224044820
MY COMMISSION EXPIRES NOVEMBER 28, 2026
STATEMENT OF AUTHORITY
(C.R.S. §38-30-172)
1. This Statement of Authority relates to CORNISH PLAINS LIVESTOCK, LLLP
(hereinafter called the "partnership").
2. The partnership is formed under the laws of Colorado.
3. The mailing address for the partnership is cito Gayle Lyn Cook, 200 Kahil PI., Fort
Lupton, Colorado 80621.
4. GAYLE LYN COOK, General Partner, and BENJAMIN DEWEY BROWN,
General Partner, are the persons authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property or personal property on behalf of the partnership.
5. The authority of the above -named persons to bind the partnership is not limited,
and each above -named person, acting alone, may acquire, convey, encumber, lease and
otherwise deal with any interest in real property or personal property on behalf of the
partnership.
6. Anyone dealing with the partnership may rely upon this Statement of Authority as
evidence of the existence of the partnership and the extent of the authority of the above -named
persons to act on its behalf.
7. This Statement of Authority is executed on behalf of the partnership pursuant to
the provisions of C.R.S. §38-30-172.
4
8. This Statement of Authority supersedes all Statements of Authority previously
executed on behalf of the partnership.
Ex cuted this tp, day of
44 -, 2028
1
fil9
GAY LYN C . r K, General Partner
r ti
BENJA IN DEWEY BROWN, General Partner
STATE OF COLORADO
COUNTY OF („)a
ss.
JACOB WIEGERT
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20224011746
My Commission Expires March 24, 2026
Th foregoing instrument was acknowledged before me this 5, day of
1\-ry , 2023, by Gayle Lyn Cook as General Partner of Cornish Plains
Livestock, LLLP.
Witness my hand and official seal.
My commission expires: ; tii9
-2 ) 2624
STATE OF COLORADO
12,1101 -
COUNTY OF
ss.
Notary Public
The foregoing instrument was acknowledged before me this ek-
_ day of
, 2023, by Benjamin Dewey Brown as General Partner of Cornish Plains
Livestock, LLLP.
Witness my hand and official seal.
My commission expires: --24•4e
Notary Public
regsbITNN D. MORGAN
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19904006407
MY COMMISSION EXPIRES 6-26.2024
PREPARED BY AND
WHEN RECORDED RETURN TO:
CO Land Acquisitions, LLC
1724 Gilpin Street
Denver, CO 80218
(Space above this line for Recorder's use only)
STATEMENT OF AUTHORITY
(Section 38-30-172, C.R.S.)
1. This Statement of Authority relates to an entity named Oriole Solar, LLC.
2. The type of entity is a limited liability company.
3, The entity is formed under the laws of the State of Colorado,
4. The mailing address of the entity is 1724 Gilpin Street, Denver, Colorado 80218.
5. The name of each person authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property on behalf of the entity are:
David Amster-Olszewski, as President and CEO of Global Sun Holdings, Inc.
Corrina Kumpe, as Chief Operating Officer of Global Sun Holdings, Inc.
6. The authority of the foregoing persons to bind the entity is not limited.
7. This Statement of Authority is executed on behalf of the entity pursuant to the provisions
of §38-30-172, C.R.S.
8. This Statement of Authority amends and supersedes in all respects any prior Statement of
Authority executed on behalf of the entity.
Executed this a I day of April 2023.
[Signature Page Follows]
IN WITNESS WHEREOF, the undersigned has caused this Statement of Authority to be
executed as of the date set forth above.
ORIOLE SOLAR, LLC
a Colorado limited liability company
By: CO LAND ACQUISITIONS LLC,
a Colorado limited liability company
Its: Sole Member and Manager
By: SUNSHARE COMPANY HOLDINGS,
LLC
a Delaware limited liability company
Its: Sole Member and Manager
By: GLOBAL SUN HOLDINGS, INC.
a Colorado corporation
Its: Manager
STATE OF COLORADO
CITY AND COUNTY OF DENVER
By:
) ss.
}
Corrina Kumpe, ting Officer
The foregoing instrument was acknowledged before me this 2 I day of April 2023, by
Corrina Kumpe, Chief Operating Officer of Global Sun Holdings, Inc, a Colorado corporation, as
the manager of SunShare Company Holdings, LLC, a Delaware limited liability company, as the
sole member and manager of CO Land Acquisitions LLC, a Colorado limited liability company,
as the sole member and manager of Oriole Solar, LLC, a Colorado limited liability company.
MACKENZIE MARIE MILLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20224044820
MY COMMISSION EXPIRES NOVEMBER 28.2026
My commission expires: it Idt
Witness my hand and official seal:
PREPARED BY AND
WHEN RECORDED RETURN TO:
CO Land Acquisitions, LLC
1724 Gilpin Street
Denver, CO 80218
(Space above this line for Recorder's use only)
STATEMENT OF AUTHORITY
(Section 38-30-172, C.R.S.)
1. This Statement of Authority relates to an entity named Starling Solar, LLC.
2. The type of entity is a limited liability company.
3. The entity is formed under the laws of the State of Colorado.
4. The mailing address of the entity is 1 724 Gilpin Street, Denver, Colorado 80218.
5. The name of each person authorized to execute instruments conveying, encumbering, or
otherwise affecting title to real property on behalf of the entity are:
David Amster-Olszewski, as President and CEO of Global Sun Holdings, Inc.
Corrina Kumpe, as Chief Operating Officer of Global Sun Holdings, Inc.
6. The authority of the foregoing persons to bind the entity is not limited.
7. This Statement of Authority is executed on behalf of the entity pursuant to the provisions
of §38-30-172, C.R.S.
8. This Statement of Authority amends and supersedes in all respects any prior Statement of
Authority executed on behalf of the entity.
Executed this a c day of April 2023.
[Signature Page Follows]
IN WITNESS WHEREOF, the undersigned has caused this Statement of Authority to be
executed as of the date set forth above.
STARLING SOLAR, LLC
a Colorado limited liability company
By: CO LAND ACQUISITIONS LLC,
a Colorado limited liability company
Its: Sole Member and Manager
By: SUNSHARE COMPANY HOLDINGS,
LLC
a Delaware limited liability company
Its: Sole Member and Manager
By: GLOBAL SUNHOLDIN`.T S, INC.
a Colorado corporation
Its: Manager
By:
STATE OF COLORADO
ss.
CITY AND COUNTY OF DENVER
Corrina Ku h ie fe : i Officer
The foregoing instrument was acknowledged before me this 24 day of April 2023, by
Corrina Kumpe, Chief Operating Officer of Global Sun Holdings, Inc, a Colorado corporation, as
the manager of SunShare Company Holdings, LLC, a Delaware limited liability company, as the
sole member and manager of CO Land Acquisitions LLC, a Colorado limited liability company,
as the sole member and manager of Starling Solar, LLC, a Colorado limited liability company.
MACKENZIE MARIE MILLER
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20224044820
MY COMMISSION EXPIRES NOVEMBER 28, 2026
My commission expires: kik 1 a I (aou
Witness my hand and official seal:
otary Public
Use by Special Review - Solar Energy Facility
Questionnaire for Oriole Solar, LLC, Starling Solar, LLC (Phase 1),
TBD Solar, LLC (Phase 2),
PID 079909100010 & 079904400006
1. Explain the proposed use and business name.
Oriole Solar, LLC, Starling Solar, LLC (Phase 1), To Be Determined (TBD) Solar, LLC (Phase 2)
propose a two Solar Energy Facility (SEF) to be placed on Weld County PID 079909100010
(Oriole) and 079904400006 (Starling & TBD). The SEFs will have a capacity of 17,000 kW AC
each. The Oriole location will cover approximately 31.71 acres on the north half portion of NE4,
the Starling location will cover approximately 27acres on the northeast half portion of the parcel
and the TBD location will cover approximately 23.52 acres on the southeast half portion of the
parcel. The SEFs will be constructed through Xcel Energy's Solar*Rewards Community Program.
This program was implemented by the Colorado Public Utilities Commission in 2010 and
mandates that Xcel work with independent, third -party solar developers to provide local energy
production at the electric distribution level and provide ratepayers with the option to choose their
energy source. This program combats potential full monopolization by Xcel in the generation and
sale of energy to customers in Xcel territory. Furthermore, in order to win an award for our Oriole
and Starling solar projects, Oriole Solar, LLC, Starling Solar, LLC, TBD Solar, LLC had to
compete against numerous other solar developers in a selective RFP process — a process which
ultimately yields the best prices and quality of work for consumers.
Oriole Solar, LLC, Starling Solar, LLC, TBD Solar, LLC projects will allow for a safe and well-timed
addition of energy to the grid. Distributed energy projects like these have the added benefit of
strengthening the local electric grid and creating a more resilient local electricity system. These
projects, and their relatively small footprints, will complement Weld County's numerous other
energy generation industries and County's place as the energy capital of Colorado.
These projects will allow consumers to have a choice in their energy supply. With the construction
of these projects, Xcel customers in Weld County and all throughout the front range will have the
ability to decide if they would like to subscribe to a portion of the solar array's output, thereby
giving them 100% solar energy (an alternative to Xcel's one and only choice for consumers).
2. Explain the need for the proposed use.
The projects meet a multitude of needs in the community: The Landowner does not have water
rights for these parcels. Should this parcel ever be considered for agricultural production, the
landowner would be required to find water from a different system, and either rent or purchase the
water rights. The market rates also make the purchase of water (were it to even become
available) wholly uneconomical as costs would far exceed any possible return on investment.
Furthermore, the topsoil would need to be reestablished on the entirety of the parcel, meaning the
potential for future ag production is near nonexistent without an immense amount of labor and
capital, leaving the potential for any return on investment equally unlikely.
The addition of an SEF provides the opportunity for a long-term, predictable income stream while
simultaneously fortifying the grid in Weld County. Rather than these parcels sitting as vacant land,
the construction of an SEF can provide local jobs and a long-term asset that will create energy at
a competitive price to the benefit of Weld County residents.
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
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Residents in Xcel territory have not traditionally had a choice in who their utility provider is and
where their energy comes from. Community solar solves this issue by providing ratepayers with
an opportunity for choice; and an option to choose locally generated electricity.
Weld County, and Colorado as a whole, is experiencing massive growth in electricity
consumption. More electricity generation is needed to meet this need. Local solar projects like this
help the state and county diversify its electricity sources and have local generation that result in a
more stable and resilient grid. Weld County has long been the energy capital of Colorado and
adding solar to the County will further diversify the County's energy mix and further its role as an
energy leader in Colorado.
Weld County's Comprehensive plan specifically calls out a goal of supporting "responsible energy
and mineral development"This project meets the definition of responsible (see answer to
question 21) .
3. Describe the current and previous use of the land.
The current and previous land use is rangeland; however, this parcel is zoned for agriculture.
4. Describe the proximity of the proposed use to residences.
There are no residences withing 500 feet of these proposed SEFs.
5. Describe the surrounding land uses of the site and how the proposed use is compatible
with them.
All parcels surrounding the SEFs are the same rangeland uses with some oil and gas on the
properties. The parcel to the southeast of the Oriole location is an irrigated crop field, which also
has active oil and gas incorporated within the farmlands. From a health and safety perspective,
solar is a compatible use for the surrounding lands. It produces no airborne or soil -leaching
contaminants, making it safe for the nearby crops and any other agricultural production taking
place. The additions will pose no health or safety threat to these uses. Solar is also one of the few
uses for land that also contains active or abandoned oil and gas infrastructure. SEFs are not
inhabited, and oil and gas contamination pose no threat to the solar array. Solar is a safe and
non -disruptive use for this parcel; it is primed to be placed amidst an area with various uses.
6. Describe the hours and days of operation (i.e., Monday through Friday 8:00 a.m. to 5:00
p.m.).
Once construction is complete, the SEFs will continuously operate 24/7, but only producing power
during daylight hours. The proposed SEFs will use single -axis trackers, which will angle the solar
modules accordingly as the sun shifts in the sky. These trackers allow for maximized energy
production. While the array will be running all day, it will create no disturbances. Solar arrays are
nearly silent and produce no smoke, smog, vapors, or dust. Construction will run during normal
business hours for the duration of about 3 months.
7. Describe the number of employees including full-time, part-time and contractors. If shift
work is proposed, detail number of employees, schedule and duration of shifts.
During construction: Construction during daytime hours for each location will range from 7 to 14
during the early mobilization and site preparation stage with site construction workers peaking at
50 to 60 workers midway through the project and reducing back down to 7 and 14 workers during
the final commissioning and testing stage.
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
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COMWONITY 5OIA.L
Once operational: The SEFs will have a maintenance crew visit once quarterly (or as needed if
damage occurs due to weather), otherwise the SEFs will be unmanned.
8. Describe the maximum number of users, patrons, members, buyers or other visitors that
the site will accommodate at any one time.
N/A. This proposed use will be for energy production only and will not host patrons, etc.
9. List the types and maximum numbers of animals to be on the site at any one time (for
dairies, livestock, confinement operations, kennels, etc.).
Oriole Solar, LLC, Starling Solar, LLC, TBD Solar, LLC values the prominence of agriculture in
Weld County, and we often make efforts to support the industry when constructing SEFs. One
practice that we offer at our SEFs is working with a local sheep rancher (with whom we have a
pre-existing partnership), offering our site as grazing land for his sheep. This allows for the SEF
site's vegetation to be maintained, while benefiting a local rancher (rather than employing
mechanical mowers). We will have to complete a more thorough analysis of the current vegetation
of the area to determine if there is enough growth for the sheep.
Should we move forward with sheep grazing, there will be approximately 60 sheep present onsite.
Each site will be fully fenced in, containing the sheep; and the rancher will have access to the
sites whenever needed. The sheep will visit for a few weeks at a time, as frequently as needed
onsite.
10. List the types and number of operating and processing equipment.
There will be an estimated total of 11,560 for Oriole, 9,265 for Starling and 9,316 for the TBD with
695w monocrystalline modules, 125kVA inverters, and rows of single -axis trackers. The system
consists of string level DC to AC conversion inverters, main equipment pads with AC
Recombiners, switchgear and MV step up transformers that connect to Xcel's grid.
11. List the types, number and uses of the existing and proposed structures.
There will be no structures associated with the proposed solar facilities other than the solar array
itself, which will be used for energy generation.
12. Describe the size of any stockpile, storage or waste areas.
During the construction phase, there will be materials and equipment that may need a laydown
yard located on the interior of the facilities, see site sheet 9 of the USR plan (laydown area). When
the construction is completed, there will be in place a metal conex container for storing spare
modules and other spare parts.
13. Describe the method and time schedule of removal or disposal of debris, junk and other
wastes associated with the proposed use.
During the construction phase, waste will be stored in refuge dumpsters, which will be emptied on
a regular basis or as needed. Once the facility is operational, there will be no waste or refuge
produced from the solar operation.
14. Include a timetable showing the periods of time required for the construction of the
operation.
• Solar Facility Components First Deliver Day 1
• Perimeter Fence Installation Day 1 to Day 11
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
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• Solar Panel Foundation Installation Day 1 to Day 30
• Racking, Trenching, Wiring Day 30 to Day 64
• Solar Panel Installation Day 64 to Day 94
• Inspection & Set Meters Day 94 to Day 99
• System Testing & Commissioning Day 99 to Day 109
15. Describe the proposed and existing lot surface type and the square footage of each type
(i.e. asphalt, gravel, landscaping, dirt, grass, buildings).
The subject area (82.23 acres) is currently vacant land and will need to be re -seeded within the
construction area. Following the completion of the construction for each phase, the disturbed
areas within the limits of construction, such as, roadcuts, utility trenches, and other areas where
vegetation has been removed, altered, or eliminated, will be reseeded with native seed mix.
Below is an approximate for each proposed surface type:
Access road: 46,123 square feet (1.0588 acres) - gravel
Lay down area: 5,956.6 square feet (0.14 acres) - gravel
Equipment pads (3 of them): 4,341 square feet (0.0996 acres) - concrete
16. How many parking spaces are proposed? How many handicap -accessible parking spaces
are proposed?
There will be two (2) temporary internal parking spaces for vehicles servicing each of the facilities.
There will be no ADA parking spaces, as these are not facilities for general public use.
17. Describe the existing and proposed fencing and screening for the site including all parking
and outdoor storage areas.
To comply with the National Electric Code, there will be an 8' tall game fence installed around the
entire perimeter of the sites. The fence and gate will be constructed of 4" X 4" welded rod
material. The two (2) internal parking spaces on the site plan are temporary. There will be no
outdoor storage associated with these proposed solar facilities.
18. Describe the existing and proposed landscaping for the site.
The entire area of the parcel is a mixture of lower maintenance dryland seed mix. The unaffected
area's landscaping will not change. Once the construction phase is completed, the affected area
within the solar facility fence will be seeded with the seed mixture that the landowner has given.
19. Describe reclamation procedures to be employed as stages of the operation are phased
out or upon cessation of the Use by Special Review activity.
Once the site is no longer used for the proposed solar facility, the panels, racking,
cabling, inverters, and all associated equipment will be removed from the site and recycled and/or
disposed of in a responsible manner. The site will be returned to the condition it was in prior to the
solar facility being constructed with the exception of certain site improvements desired by the
landowner or system design such as re -grading, leveling, vegetation, and/or soil improvements.
Solar leaves behind no ground contamination, so there will be no hazardous elements left behind
on the land.
20. Describe the proposed fire protection measures.
The subject properties are within the Galeton Fire Protection District. Fire access within the
facilities will be via a 20' -wide gravel driveway, with a hammerhead or an acceptable hammerhead
alternative turnaround at the end of the drive. Grasses within the solar facility will be mowed as
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needed, to help prevent the spread of range fires. Maintenance will be performed regularly each
quarter, as well as on an as -needed basis, to monitor and maintain the electrical wiring of the
system.
21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per
Chapter 22 of the Weld County Code.
The Weld County Comprehensive Plan addresses goals and objectives for natural resources
(Weld County Code, Chapter 22, Sec.22-2-60). The proposed use of the subject properties as a
solar power generation facility is consistent with the goals and policies of this section.
Section B states one goal of Weld County's is "Support responsible energy and mineral
development." The County outlines the steps for this goal, and these following steps in particular,
are supported by the SEFs:
"1. Ensure that surface development reasonably accommodates mineral extraction."
Oriole Solar, LLC, Starling Solar, LLC, TBD Solar, LLC SEFs work well when located near oil
and gas activity as solar does not have to follow the same health and safety restrictions that
inhabited buildings do.
"3. Require that energy and mineral resource development conserve the land and minimize
the impact on surrounding land and the existing surrounding land uses."
The standard lifetime of an SEF is 20-40 years. At the end of its life, our SEFs will be fully
decommissioned, and the land that it stands atop will be fully restored. Additionally, this
project should allow the land to go fallow for many years, improving the soil conditions for
possible future agricultural use, should the landowner decide to change this parcel into an
agriculture production instead of rangeland. Solar produces no contamination or noise
pollution and will pose no threat to surrounding land uses.
"5. Energy development facilities should preserve agricultural areas and enhance the rural
landscape."
When decommissioned, the SEFs will leave behind uncontaminated agricultural lands with
renewed soil. During its lifetime, the solar array will have native vegetation growing beneath it,
contributing to Weld County's vegetative health, and supporting local pollinator communities.
22. Explain how this proposal is consistent with the intent of the zone district in which it is
located. (Intent statements can be found at the beginning of each zone district section in
Article III of Chapter 23 of the Weld County Code.)
"Agriculture in the COUNTY is considered a valuable resource which must be protected from
adverse impacts resulting from uncontrolled and undirected business, industrial and residential
land USES. The A (Agricultural) Zone District was established to maintain and promote agriculture
as an essential feature of the COUNTY. The A (Agricultural) Zone District is intended to provide
areas for the conduct of agricultural activities and activities related to agriculture and agricultural
production, and for areas for natural resource extraction and energy development, without the
interference of other, incompatible land USES."
The subject properties are zoned Agricultural (A). Solar Facilities are permitted as a Use by
Special Review in the Agricultural zone district. The Use by Special Review process allows for
adequate review by the Planning staff, Planning Commission, and the Board of County
Commissioners, to ensure compatibility with surrounding land uses. Additionally, citizens are
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afforded adequate opportunities to express their concerns in the public hearing setting before any
solar facility can be constructed on agriculturally- zoned land. Within the stated intent of the
"Agricultural" Zone District is the specific reference to "natural resource extraction" and "energy
development". This proposed solar power generation plant is in compliance with the intent of the
"Agricultural" Zone District. Solar facilities allow farmers and ranchers another use for their land
and a viable stream of income beyond traditional farming and ranching uses. The SEFs do not
permanently stand on the land, or contaminate it, allowing the landowner should they decide to
use this land for agricultural purposes after the 20-40 year SEF lifecycle.
23. Explain how this proposal will be compatible with future development of the surrounding
area or adopted master plans of affected municipalities.
The subject parcels do not fall within any Intergovernmental Agreement Boundaries and therefore
not impactful to the master plans of any municipalities in Weld County. Additionally, the proposed
solar facilities will be compatible with the remainder of the surrounding area, which remains
unincorporated. Much of the surrounding area is now, and will likely remain, agricultural in nature
and so will oil/gas production in the surrounding area. Solar development is very compatible with
farming and ranching uses and oil/gas development. Renewable projects provide farmers and
ranchers a viable alternate use to traditional farming and ranching uses on their land. Since there
are no permanent structures being built as part of this proposal, the land can be returned to its
agricultural use once the economic viability of the solar facility has ended.
24. Explain how this proposal impacts the protection of the health, safety and welfare of the
inhabitants of the neighborhood and the County.
The two developments will positively impact the health, safety, and welfare of the inhabitants of
the surrounding area and County. The SEFs will create no airborne or ground contaminants,
making it nonhazardous for residents near and far. The SEFs are also nearly silent when
operating, thus will not contribute to any noise pollution. The SEFs will produce local electricity
without adding any pollution to the air. The SEFs will be fully fenced in with a security fence,
making it inaccessible for trespassers and preventing potential hazardous situations.
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will build the SEFs according to both
building codes and Xcel's standards and will pose no threat to the health and viability of the
electric grid, locally or throughout the front range. The addition of solar energy to the grid will
further diversify the energy mix supplied by Xcel, preventing dependence on any one source of
fuel and eliminating the risks associated. The SEFs will also provide Weld County residents (who
are Xcel customers) with the opportunity to choose their energy source and energy provide,
increasing consumer choices and economic freedom.
25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural)
Zone District, explain your efforts to conserve prime agricultural land in the locational
decision for the proposed use.
While this land is zoned for agriculture, it should not be considered as prime farmland. The Weld
County Code defines prime and non -prime farmland as follows:
"FARMLAND - WELD COUNTY NONPRIME: NONPRIME FARMLAND is low capability land that
is not considered important land for food production. It may be composed of poorer soils prone to
erosion or may have topographical limitations such as slopes or gullies."
"FARMLAND - WELD COUNTY PRIME: The availability of a consistent supply of quality water
must exist in order to have PRIME FARMLANDS. PRIME and PRIME if irrigated lands fall into
upper capability classes as defined by the Natural Resource Conservation Service and Colorado
State University Cooperative Extension Service and should be protected equally if irrigation water
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is available and they are located within a reasonable distance of water delivery STRUCTURES."
For the following reason, Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC believes
these parcels fall into the nonprime farmland category:
1. The parcels should be considered Non -Prime Farmland because there are no water rights to
farm on the lands.
26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the
proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or
Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps
officially adopted by the County.
These locations do not fall within any of the zoning districts.
27. Detail known State or Federal permits required for your proposed use(s) and the status of
each permit. Provide a copy of any application or permit.
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will need to apply for the following
permits to complete this SEF:
State: COR400000 Stormwater Discharge to be applied for and obtained following USR issuance
CDOT: Access Permit
Federal: N/A
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Use by Special Review for a Solar Energy Facility
Oriole Solar, LLC, Starling Solar, LLC (Phase 1) & TBD Solar, LLC (Phase 2)
Parcel ID No. 079909100010 & 079904400006
Public Works/Development Review Questionnaire
1.Describe the access location and applicable use types (i.e., agricultural, residential,
commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel.
Include the approximate distance each access is (or will be if proposed) from an intersecting
county road. State that no existing access is present or that no new access is proposed, if
applicable.
There are no existing access permits or access points for these parcels. The access will come in from
the northeastern corner of parcel via PI D 079909100010 and the southeastern corner of PI D
079904400006. The access permit will go through CDOT as the access will come off Highway 392.
2.Describe any anticipated change(s) to an existing access, if applicable.
The access will be built up for a safer access into the parcels.
3.Describe in detail any existing or proposed access gate, including its location.
To comply with the National Electric Code, there will be an 8' tall game fence installed around the
entire perimeter of each site, with a gate located at the access location, approximately 760 feet
southwest (for Oriol) and 1,577 feet northwest (Starling & TBD) of the access point off Highway 392.
The proposed fence and gate will be constructed of 4" X 4" 6 GA galvanized wire mesh welded to
frame.
The gate will remain closed and locked at all times except during construction and quarterly
maintenance periods.
4. Describe the location of all existing accesses on adjacent parcels and on parcels located on
the opposite side of the road. Include the approximate distance each access is from an
intersecting county road.
Per the Weld County Assessor's Map, the only documented access permits near the proposed SEF
are on the opposite side of the road. The information is as follows:
Permit No.: AP15-00289
Holder: PDC Energy
Type: Oil and Gas
Approximate Distance and Direction from SEFs: 1,223' NE (Oriole) and 1,228' SE (Starling & TBD)
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 286' S
Permit No.: AP 12-00020
Holder: PDC Energy
Type: Oil and Gas
Approximate Distance and Direction from SEFs: 1,121' NE (Oriole) and 1,312' SE (Starling & TBD)
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 426' S
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Permit No.: AP 15-00045
Holder: Agfinity Inc
Type: Small Commercial
Approximate Distance and Direction from SEFs: 1,295' E (Oriole) and 1,607' SE (Starling & TBD)
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 746' S
Permit No.: AP 14-00422
Holder: Agfinity Inc
Type: Oil and Gas
Approximate Distance and Direction from SEFs: 1,295' E (Oriole) and 1,607' SE (Starling & TBD)
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 746' S
Permit No.: AP 14-00422
Holder: Agfinity Inc
Type: Oil and Gas
Approximate Distance and Direction from SEFs: 2,100 E
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 1,652' S
Permit No.: AP 14-00422
Holder: Agfinity Inc
Type: Oil and Gas
Approximate Distance and Direction from SEFs: 2,425 SE
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 1,902' S
Permit No.: AP 11-00008
Holder: Noble Energy
Type: Oil and Gas
Approximate Distance and Direction from SEFs: 2,538 SE
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 2,092' S
Permit No.: AP 14-00422
Holder: Agfinity Inc
Type: Agriculture
Approximate Distance and Direction from SEFs: 2,634 SE
Approximate Distance and Direction from Intersection of WCR 67 and HWY 392, 2,604' S
5. Describe any difficulties seeing oncoming traffic from an existing access and any
anticipated difficulties seeing oncoming traffic from a proposed access.
Response: There are no difficulties seeing oncoming traffic from our proposed/existing access. The
surrounding land is flat and free of vegetation, providing a clear plain view.
6. Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve, etc.)
in the vicinity of an existing or proposed access.
Response: There are no horizontal curves in the vicinity. All roads are straight in the area.
7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the
vicinity of an existing or proposed access.
Response: Per our site visit and the Weld County Assessor's map, the topography of the portion of
Highway 392 that runs near our proposed access is very flat and provides a clear plain of view.
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1lprc§Hti
YI
Use by Special Review for a Solar Energy Facility
Oriole Solar, LLC & Starling Solar (Phase 1), LLC & TBD Solar, LLC (Phase 2)
Parcel ID No. 079909100010 & 079904400006
Environmental Health Questionnaire
1. Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either
the well permit or well permit application that was submitted to the State Division of Water Resources. If
utilizing a public water tap, include a letter from the Water District, a tap or meter number, or a copy of the
water bill.
Response: N/A - Since these are unmanned facilities, no water supply is being proposed. During the
construction phase of the project, the contractor will provide the work crew with potable water via portable
water coolers.
2. Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the
property? If utilizing an existing on -site wastewater treatment system, provide the on -site wastewater
treatment permit number. (If there is no on -site wastewater treatment permit due to the age of the existing
on -site wastewater treatment system, apply for an on -site wastewater treatment permit through the
Department of Public Health and Environment prior to submitting this application.) If a new on -site
wastewater treatment system will be installed, please state "a new on -site wastewater treatment system is
proposed." (Only propose portable toilets if the use is consistent with the Department of Public Health and
Environment's portable toilet policy.)
Response: N/A — Since these are unmanned facilities, no septic system is being proposed. During the
construction phase, the contractor will provide a portable toilet for the construction crew.
3. If storage or warehousing is proposed, what type of items will be stored?
Response: Each location will have a steel container (8' X 40') that is being proposed to store equipment and
spare parts for the solar facility. The container is proposed to be positioned in the interior of the solar arrays,
which should lessen its visual impact. The container will be painted a light tan to help blend the container with
the natural environment.
4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on
this site.
Response: N/A - There will be no stockpiles of wastes, chemicals, or petroleum associated with these facilities.
5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number
of tanks and gallons per tank.
Response: N/A - There will be no fuel storage associated with these facilities.
6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained.
Response: At each location there will be no washing of vehicles or equipment on site, with the exception of
washing mud from the tires of vehicles leaving the site during the construction phase. There will be a 25' X 16'
track mat located near the access drive at Highway 392. This mat will consist of 1-3" washed rock, 6" thick,
over a Mirafi HP 270 Geotextile or equivalent base.
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7. If there are floor drains, indicate how the fluids will be contained.
Response: N/A; there will be no floor drains associated with these facilities.
8. Indicate if there will be any air emissions (e.g., painting, oil storage, etc.).
Response: N/A; There will be no air emissions associated with these facilities.
9. Provide a design and operations plan if applicable (e.g., composting, landfills, etc.).
Response: N/A; There will be no composting or landfills associated with these facilities.
10. Provide a nuisance management plan if applicable (e.g., dairies, feedlots, etc.).
Response: N/A
11. Additional information may be requested depending on the type of land use requested.
Response: Understood.
Water Supply Documentation:
The facilities will be unmanned and will not need water to be supplied. During construction all construction
personnel will bring in potable water from offsite.
Sewage Disposal Documentation:
The facilities will be unmanned and will not need sewage disposal systems onsite. A portable toilet will be
provided for construction personnel during construction activities.
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• .................. .
4867179 11/16/2022 08:06
Total Rages:- 4 Rec Fee: $28:00
C:a:rly::Ko:p:p:ea Clerk and Recorder, Wel.d.. Cou.nty..., CO
PREPARED BY AND
WHEN RECORDED RE`T'URN T
CO Land Acquisitions, LLC
1724 Gilpin Street
Denver, CO 80218
_ r
rtpSuftweenVorne•-.-- `---- `---- `---- `---- `----`---"--------------------------------a"Ld
(Space above this line for Recorder's use only)
MEMORANDUMMEMORANDVIS459LAW ENERGY . LEASE AGREEMENT
T
THIS MEMORANDUM OF SOLAR ENERGY LEASE AGREEMENT (this "Short Fo '') is
made September 20th, 2022 (the "Effective Date") by and between CORNISH PLAINS LIVESTOCK,
Colorado limited liability limited partnership with an address of 200 Kahii Place, Fort Lupton, CO80621
("Landlord"), and CO LAND ACQUISITIONS LLC, a Colorado limited liability company, with an
address at 1724 Gilpin Street, Denver, CO 80218 ("Tenant").
1 Lie. Landlord and Tenant have executed a Solar Energy Lease Agreement (the "Lease
dated as of the Effective Date, by which Landlord leases to Tenant and Tenant leases from Landlord, the
real property (the "Leased Premises") located in Weld County Colorado, and more particularly described
on Exhibit A attached hereto and incorporated by reference
2. Tee * The Lease consists of two term periods; described as follows:
The "Development Term" commences on the Effective Date and ends on the sooner to
occur of (1) 5 years after the Effective Date, or (ii) the date on which the Operations Term
(defined below) commences for any portion or portions of the Leased Premises for each
Solar Energy System construction cycle that achieves a commercial operations date and
increases the generation capacity by more than one -hundred . (100) kW on the Leased
Premises and any contiguous parcels
b) The "Operations Tee is a 21year term for the portion or portions of the Leased Premises
that automatically commences on the commercial operations date. Tenant will have the
option and right to extend the Operations Term for up to 2 successive and continuous 7
year periods
[Remainder ref purge intentionally left blank; signature pages to follow]
4867179 11/16/2022 08:06
Page .2..of 4
SIGNATURE PAGE TO MEMO D M OF SOLAR ENERGY LEASE
WITNESS WHEREOF, Landlord has executed this Short Form of Solar Energy Lease as ofth
date first set forth above.
LANDLORD:
CORNISH PLAINS LIVESTOCK
a Colorado limited liability limited partnership
Name:
its:
SW* S'� vgiral
STATE OF COLORA.D0
-COUNTY
OF
aSPRYoIR. iY WIRCfitt.y werteryaawwort ypwv.everegGesw zooev ktflOp RMNItvegettTY%#.YAbRn
Short Form Of S. E ie Agreement was acknowledged before me
by
TNESS my hand and official seal:
L' '
Commission Expires:
Notary Public
ANN MORGAN
NOTARY PUBLIC
TATE OF COLORADO
NOTARY 1019904006407
MV COMMISSION DMIRES 642802024
4867179 11/16/2022 08:06
Page 3 o 4
SIGNATURE PAGE TO MEMORANDUM OF SOLAR ENERGY LEASE
IN WITNESS WHEREOF, Tenant has executed this Short Form of Solar Energy Lease as of the
date first set forth above
TENANT:
CO LAND ACQUISITIONS L,
a Colorado limited lI br li company
By: SunShare Company Holdings .PLC,
a Delaware limited liability company
Its: Manage
By:
Name: Corms Kumpe ,.
Its: Chief Operating Officer
• STATE " L RAI
CITY AND COUNTY F DENVER
swsks*Movi am mil magmas
is Short Foy of Solar Energy Leas Agreement was acknowledged before me on
1w by Corms K ,. Chief Operating Officer of SunShare Company
Li , Manager ofCO Land .cqu tons LLC,
'NESS my hand and official Seal:
withremmareogyvistmomwmrm
Notary Public
Commission Expires:mYNY tzJ>WWI JUV .�Y iM�wTWTWIn.RR.Yn.n wmamnom
>>>N�X�l�mCN>YmrikY'Fa
tatit..vu.>w,">7iniiniininin, s,•,r ic+ni,z4K<f MSOOP.VaeKdecit
KIRA KUEHL
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20214021329
M.MISSION MIRES JUNE 2, C
4867179 1.1/16/2022 08:06 AM
Page 4 of 4 .
EXHIBIT A
TO MEMORANDUM F SOLAR ENERGY LEASE AGREEMENT
THE FOLLOWING REAL PROPERTY LOCATED IN THE COUNTY OF WELD, STATE OF
COLORADO:
LEGAL DESCRIPTION AND MAP OF THE PROPERTY
SUBJECT TO THE LEASEHOLD ESTATE
Legal Description: . A portion of PTNE4 9-64,63 DESC AS ALL THAT PT LYING N W HWY 392
EXC UPRR E ALSO EXC OG&M I (7.50 LAKE)
Parcel Number: 0799091 00010
Lease Area: Approximately 47 acres as depicted above with shading
867178 11/16/2022 08:05
Total Pages: 4 .Rec Fee: $28.00 ..............
Carly...Kop.es - Clerk. and.. Recorder.;. Weld..County, CO
PREPARED BY AND
WHEN RECORDED RETURN TO:
CO Land Acquisitions, LLC
1724 Gilpin Street
Denver, CO80218
(Space above this line for Recorder's use only)
MEM . DUM.. SOLAR. E 'E GY LEASE AGREEMENT
...on..,•...a;.'SRY.LVM)rb..dA%TYn'kYTf%TNa !YLJ:N'uNkH.G%•.••.•r.,.,. •.....ro .....,..... <✓ ••^••. rrr' m:vp v,. ..,,%
THIS MEMORANDUM OF SOLAR ENERGY LEASE AGREEMENT. (this "Short. Form") is
made September 20th, 2022 (the "Effective Date") by and between CORNISH PLAINS LIVESTOCK a
Colorado limited liability limited partnership with an address of 200 Kahl! Place, Fort Lupton, CO80621
("Landlord"), and CO LAND ACQUISI 'IONS LLC, a Colorado limited liability company, with an
address at 1724 Gilpin Street, Denver, CO 8011 8 ("Tenant").
Lease. Landlord and Tenant have executed a Solar Energy Lease Agreement (the se"
dated as of the Effective Date, by which Landlord leases to Tenant and Tenant leases from Landlord, the
real property (the "Leased Premises") located in Weld County Colorado, and more particularly described
on Exhibit A attached hereto and incorporated by reference.
Term. The Lease consists of two term periods, described as follows:
(a) The "Development Terms commences on the Effective Date and ends on the sooner to
occur of (0 5 years after the Effective Date, or (ii) the date on which the Operations Term
(defined below) commences for any portion or portions of the Leased Premises for each
Solar Energy System construction cycle that achieves a commercial operations date and
increases the generation capacity by more than one -hundred (100) kW on the Leased
Premises and any contiguous parcels.
(b} The "Operations Tent is a 2l year term for the portion or portions of the Leased Premises
that automatically commences on the commercial operations date. Tenant will have the
option and right to extend the Operations Termfor up to 2 successive and continuous 7
year periods.
(Remainder of page intentionally left blank; signature pages to follow]
4867178 11/16/2022 08:05
Page 2 of 4
SIGNATURE PAGE TO MEMORANDUM OF SOLAR ENERGY LEASE
IN WITNESS WHEREOF, Landlord has executed this Short Foi rn of Solar Energy Lease as of the
date first set forth above
LANDLORD:
CORNISH PLAINS LIVES T C .
a Colorado limited liability limited partnership
�:Yx:::':`:•Xs;:: MiG'c'5wAGYarnaii Ll*.GZCQ^filita.i a"'
Name:
Its:s
un.
STATE OF COLORADO
COUNTY OF ..
4T 1.
this Short. Form Of Sole- Energy I as r Agreement t a acknowledged _before me ob
akl
ant, _ by
WITNESS my hand and o1• i seal
'Commission Expire :.r,y
Notary Public
0.
LYNN O, M0RGAN
NOTARY PUBLIC
STATE OF LO
NOTARY Io 19904007
COMMISSION EXPIRES 6-26-2024
4867178 11/16/2022 08:05
Page 3 of 4
SIGNATURE PAGE TO MEMORANDUM OF SOLAR ENERGY LEASE
WITNESS WHEREOF, Tenant has executed this Short Form of Solar Energy Lease as of the
date first set forth above..
TENANT:
CO LAND ACQUISITIONS LLC,
a Colorado limited liability company
By: ' SunShare Company Holdings LLC,
a Delaware limited liability company
Its: Manager
Name: Corrina KumpP
Its: Chief Operating Officer
STATE OF COLORADO
CITY AND COUNTY OF DENVER
This Short Farm of Solar Energy Lease Agreement was acknowledged before me on
3o by Corrina Kumpe,, Chief Operating Officer of Sun hare Company
Holdings LLC, Manager ofCO Land Acquisitions LLB';
E -my hand and official seat: .
Commission Expires;
Notary Public.
ames-
nemfiwsMatano8*,w
KIRA KUEHL
NOTARY POW c
sum OF COLORADO
NOTARY 10 20214021329
my. COMMISSION EXPIRES JUNE 2, 2025 j
.....,.. w._..:toenw•v.,,w:nresxau'wre Vt .t +nwmna�ss"sna
4867178 08:05 M11/16/2022
Page 4 of 4
EXHIBIT A
TO MEMORANDUM OF SOLAR ENERGY LEASE AGREEMENT
THE FOLLOWING REAL PROPERTY LOCATED IN "I'VE COUNTY OF WELD, STATE OF
COLORADO:
LEGAL DESCRIPTION AND MAP OF THE PROPERTY
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SUBJECT TO THE LEASEHOLD ESTATE
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Legal Description: A Portion of SE4 4-6-63 EXC ALL THAT PT LYING S & E OF HWY 392 EXC
UPRR RES ALSO EXC OG&M
Parcel Number: 079904400006
Lease Area: Approximately 60 acres as depicted below with shading.
12/12/23, 4:27 PM SunShare Mail -Access Permit off HWY 392 & CR67
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Kristy Weyerman <kweyerman@mysunshare.com>
Access Permit off HWY 392 & CR67
Shepherd - CDOT, Robert (Mike) <mike.shepherd@state.co.us>
To: Kristy Weyerman <kweyerman@mysunshare.com>
Cc: Allyson Young - CDOT <allyson.young@state.co.us>
Wed, Oct 18, 2023 at 10:33 AM
Good Morning Kristy,
Thank you for sending us all of that information. I think we will be able to move forward with the access you were
inquiring about. Go ahead and send me your application signed by the property owner and a copy of the deed and we
will get things rolling. If you have any questions please let me know.
Mike Shepherd
Assistant Access Manager / Utility Permits
COLORADO
Department of Transportation
P (970)324-4823
10601 West 10th Street, Greeley, CO 80634
Mike.shepherd@state.co.us I http://codot.gov/ I www.cotrip.org
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12/12/23, 4:28 PM SunShare Mail - Access Permit off HWY 392 & CR67
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Kristy Weyerman <kweyerman@mysunshare.com>
Access Permit off HWY 392 & CR67
13 messages
Shepherd - CDOT, Robert (Mike) <mike.shepherd@state.co.us> Mon, Oct 9, 2023 at 4:43 PM
To: kweyerman@mysunshare.com
Good afternoon Kristy,
I am taking a look at this for you. Is there a way you can please clarify which gated access you are talking about? There
are a few at the intersection of Hwy 392 and CR 67. This is a picture of the accesses at that intersection from the past
when it was all mowed down. Maybe a snippet of Google earth that pinpoints where you are asking to put the access. If
you could help me by doing that then it would make it easier to answer your questions.
Mike Shepherd
Assistant Access Manager / Utility Permits
COLORADO
Department of Transportation
P (970)324-4823
10601 West 10th Street, Greeley, CO 80634
Mike.shepherd@state.co.us I http://codot.gov/ I www.cotrip.org
Kristy Weyerman <kweyerman@mysunshare.com> Mon, Oct 9, 2023 at 4:51 PM
To: mike.shepherd@state.co.us
It would be on the west side of the double power poles with the metal gate.
Kristy Weyermari
PROJECT DEVELOPMENT MANAGER
Western Markets
KWEYERMAN@MYSUNSHARE.COM
970.373.6323
MYSUNSHARE.COM
Ntiwisrt.
-.‘" •
Iunhi�'
COMMUNITY %MR
[Quoted text hidden]
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12/12/23, 4:28 PM SunShare Mail - Access Permit off HWY 392 & CR67
Kristy Weyerman <kweyerman@mysunshare.com> Mon, Oct 9, 2023 at 4:52 PM
To: mike.shepherd@state.co.us
There is a little cement bump out from the highway
Kristy Weyerman
PROJECT DEVELOPMENT MANAGER
Western Markets
KWEYERMAN@MYSUNSHARE.COM
COM
970.373.6323
MYSUNSHARE.COM
4))
ISunShare
COMMUAITI $OLAF
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Shepherd - CDOT, Robert (Mike) <mike.shepherd@state.co.us> Thu, Oct 12, 2023 at 11:17 AM
To: Kristy Weyerman <keyerman@mysunshare.com>, Allyson Young - CDOT <allyson.young@state.co.us>
Good Morning Kristy,
Thank you for that clarification. I think I can see which access you are talking about now. I am assuming that the parcel of
property you are speaking about is the triangle piece on the north side of 392 to the East of CR 67. If that is not the case
please let me know.
•
In the Pictures that I am able to pull up off of Google and Google earth it is really hard to see the access. I cannot see an
access with a metal gate that you mentioned in the previous email. From what I am able to see, I think this access would
be possible in that general area. If anything it might have to be moved a little west to line up with CR 67 and be a
shared access with the parcel to the West in order to meet spacing criteria. Once you officially apply for the access and
have better pictures and measurements for the proposed access we will be able to better clarify on whether or not that
access would have to be moved West or not.
I will attach the application below. The application will have to be signed by the Landowner and be accompanied with a
copy of the Deed along with a ground view picture of the proposed access and measurements from the county road. If
there are any other questions that I am able to help you with please let me know.
Mike Shepherd
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12/12/23, 4:28 PM SunShare Mail - Access Permit off HWY 392 & CR67
Assistant Access Manager / Utility Permits
COLORADO
Department of. Transportation
P (970)324-4823
10601 West 10th Street, Greeley, CO 80634
Mike.shepherd@state.co.us I http://codot.gov/ I www.cotrip.org
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� Official Access aplication.pdf
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Kristy Weyerman <keyerman@mysunshare.com>
To: "Shepherd - CDOT, Robert (Mike)" <mike.shepherd@state.co.us>
Cc: Allyson Young - CDOT <allyson.young@state.co.us>
Thu, Oct 12, 2023 at 12:01 PM
Great, thank you, Mike.
We are accessing the triangle parcel and the rectangle parcel to the north of the triangle parcel. I know it is a little difficult
to see on Google Earth, but I will be sure to get pictures and measurements of the existing access for the application.
* What is the timeline to obtain the access permit?
* There is a strip of land that is owned by the State of Colorado, on the east/southeast side of these parcels that
follows along the north/northwest side of HWY392.
'Do we need to obtain an easement/ROW with you for this as well?
* Can I get an email from you that states we are working with you to obtain the access and that one will be granted
once the application process has been reviewed and accepted? I need to send it on to Weld County for our USR
application, as they want to make sure this access will work (even if it needs to be adjusted a little), they just want to make
sure that the access won't change drastically, as though to a different side of the parcel or something of that nature.
Thank you for your help,
Ithsty Weverman
PROJECT DEVELOPMENT MANAGER
Western Markets
KWEYERMAN@MYSUNSHARE.COM
COM
970.373.6323
MYSUNSHARE.COM
NNIk
ISunShare
COMMUINITI $OL A F.
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Kristy Weyerman <keyerman@mysunshare.com> Thu, Oct 12, 2023 at 4:49 PM
To: "Shepherd - CDOT, Robert (Mike)" <mike.shepherd@state.co.us>
Hey Mike,
Sorry, one last question for clarification.
Due to the Conrish family owning the three parcels to which CDOT considers it to be ONE PARCEL, the landowner can
only have 1 access, correct? I know we went over this, but I was thinking in my head that if the access points have to be
1/2 mile apart, does that mean that they could potentially have 2 to 3 access points as this property goes about 1.5 miles
along WHY 392..?
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12/12/23, 4:28 PM SunShare Mail - Access Permit off HWY 392 & CR67
Sorry again, I was typing an email to my boss so he knows what we talked about, but I started second guessing myself on
1 access or possibly 2 or 3 if they are 1/2 mile apart.
Thank you!!
tvisxy vveyerman
PROJECT DEVELOPMENT MANAGER
Western Markets
KWEYERMAN@MYSUNSHARE.COM
970.373.6323
MYSUNSHARE.COM
isunShare
COMMUNITY SOLAR
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Shepherd - CDOT, Robert (Mike) <mike.shepherd@state.co.us>
To: Kristy Weyerman <keyerman@mysunshare.com>
Cc: Allyson Young - CDOT <allyson.young@state.co.us>
Fri, Oct 13, 2023 at 8:30 AM
Good morning Kristy,
Yes it is a possibility for them to have a second access. We will just have to see what is out there and see if that 1\2 mile
requirement is met.
Mike Shepherd
Assistant Access Manager / Utility Permits
C L, OR ADO
Department of Transportation
P (970)324-4823
10601 West 10th Street, Greeley, CO 80634
Mike.shepherd@state.co.us I http://codot.gov/ I
[Quoted text hidden]
www.cotrip.org
Kristy Weyerman <keyerman@mysunshare.com>
To: "Shepherd - CDOT, Robert (Mike)" <mike.shepherd@state.co.us>
Cc: Allyson Young - CDOT <allyson.young@state.co.us>
Mon, Oct 16, 2023 at 2:30 PM
Good afternoon, Mike and Allyson!
I was able to get out to look at the access points off HWY 392 for the Cornish property. There are only two existing
accesses that are spaced appropriately within the .5 mile distance (actually at .7 miles). I confirmed the next access to the
proposed is on the neighboring property to the south and we are still greater than the .5 miles apart. Please see the
attached document I put together for your reference - this includes maps with measurements and pictures that I took
today.
Please let me know if you have any questions
KrIs6r.1 MYeveVMlid, Y
PROJECT DEVELOPMENT MANAGER
Western Markets
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12/12/23, 4:28 PM
KWEYERMAN@MYSUNSHARE.COM
COM
970.373.6323
MYSUNSHARE.COM
NIil4,1A
1SunShare
COMMINIlIT 501*.
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SunShare Mail - Access Permit off HWY 392 & CR67
Map and Pictures for CDOT.pdf
1532K
Shepherd - CDOT, Robert (Mike) <mike.shepherd@state.co.us>
To: Kristy Weyerman <kweyerman@mysunshare.com>
Cc: Allyson Young - CDOT <allyson.young@state.co.us>
Wed, Oct 18, 2023 at 10:33 AM
Good Morning Kristy,
Thank you for sending us all of that information. I think we will be able to move forward with the access you were
inquiring about. Go ahead and send me your application signed by the property owner and a copy of the deed and we
will get things rolling. If you have any questions please let me know.
Mike Shepherd
Assistant Access Manager / Utility Permits
4 (40
COLORADO
Department of Transportation
P (970)324-4823
10601 West 10th Street, Greeley, CO 80634
Mike.shepherd@state.co.us I http://codot.gov/ I
[Quoted text hidden]
www.cotrip.org
Kristy Weyerman <keyerman@mysunshare.com>
To: "Shepherd - CDOT, Robert (Mike)" <mike.shepherd@state.co.us>
Cc: Allyson Young - CDOT <allyson.young@state.co.us>
Wonderful, thank you, Mike.
Kristy Wevermari
PROJECT DEVELOPMENT MANAGER
Western Markets
KWEYERMAN@MYSU NSHARE. COM
970.373.6323
MYSUNSHARE.COM
Wed, Oct 18, 2023 at 1:52 PM
https://mail.google.com/mail/u/0/?ik=d0b77ef74b&view=pt&search=all&permthid=thread-f: 1779319609215602681 &simpl=msg-f: 17793196092156026... 5/7
12/12/23, 4:28 PM SunShare Mail - Access Permit off HWY 392 & CR67
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CCe14IIOnitt SDL A k
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Kristy Weyerman <kweyerman@mysunshare.com> Tue, Oct 24, 2023 at 10:03 AM
To: "Shepherd - CDOT, Robert (Mike)" <mike.shepherd@state.co.us>
Hi Mike,
I wanted to check and see if there are timelines for building an access from when an approval is given for an access
permit? I am not 100% sure when this access would be built due to needing our Award from Excel to construct these
projects.
Just curious, if I submit now, we receive an approval in 30 days (just throwing a time line out), would we have to construct
it in a certain amount of time?
Thank you - sorry if I'm confusing you
Kristv Weyer
PROJECT DEVELOPMENT MANAGER
Western Markets
KWEYERMAN@MYSUNSHARE.COM
COM
970.373.6323
MYSUNSHARE.COM
,SunShare
COMMUNITY $OI&I
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Shepherd - CDOT, Robert (Mike) <mike.shepherd@state.co.us> Tue, Oct 24, 2023 at 1:18 PM
To: Kristy Weyerman <keyerman@mysunshare.com>
Kristy, you will be good. We will be issuing this as a permanent access so it won't expire. You will still have to
coordinate with our inspector to have him inspect it once it is completed.
Mike Shepherd
Assistant Access Manager / Utility Permits
COLORADO
Department of Transportation
P (970)324-4823
10601 West 10th Street, Greeley, CO 80634
Mrke.shepherd@state.co.us I http://codot.gov/ I www.cotrip.org
https://mail.google.com/mail/u/0/?ik=d0b77ef74b&view=pt&search=all&permthid=thread-f: 1779319609215602681 &simpl=msg-f: 17793196092156026... 6/7
12/12/23, 4:28 PM SunShare Mail - Access Permit off HWY 392 & CR67
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Kristy Weyerman <kweyerman@mysunshare.com> Tue, Oct 24, 2023 at 1:23 PM
To: "Shepherd - CDOT, Robert (Mike)" <mike.shepherd@state.co.us>
Great, thank you!! Appreciate all your help!
Kristy Weyerman
PROJECT DEVELOPMENT MANAGER
Western Markets
KWEYERMAN@MYSUNSHARE.COM
970.373.6323
MYSUNSHARE.COM
4isr
'7SunShare
COMINIUNITT SOLAR
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Use by Special Review - Solar Energy Facility
Oriole Solar, LLC, Starling Solar, LLC (Phase 1),
TBD Solar, LLC (Phase 2),
PIN 079909100010 & 079904400006
STATEMENT OF TRANSPORTATION CONSTRUCTION IMPACTS
In partial fulfillment of Weld County's USR application requirements, this Traffic Narrative has been
prepared for the proposed Solar Facilities located along Highway 392, west of the intersection of
WCR 67 and Highway 392 (the Project). This narrative is intended to provide traffic -related
information and identify potential Project impacts to affected roadways within Weld County.
The following information is included in this narrative:
• Project Location, Components and Construction Schedule
• Designated Travel Route
• Daily Vehicle Trip Generation
• Conclusions
Project Location, Components and Construction Schedule
Location - The Oriole Solar, LLC Project will occupy approximately 31.71 acres (within Weld County
Parcel No. 079909100010) located along Highway 392, west of the intersection of WCR 67 and
Highway 392, in a portion of the NENE4 in Section 9, Township 6N, Range 63W. The Starling
Solar, LLC Project will occupy approximately 27 acres and TBD Solar, LLC (within Weld County
Parcel No. 0799044000061 located along Highway 392, west of the intersection of WCR 67 and
Highway 392, in a portion of the E2SE4 in Section 4, Township 6N, Range 63W.
Components — The Projects generally include: 5 to 7 -megawatts (MVV) alternating (AC) or 6.45 to
8.03 MW (DC) solar energy conversion system comprised of 11,560 (Oriole), 9,265 (Starling Phase 1)
and 9,316 (TBD Phase 2) tracker solar modules mounted on steel I -beams; concrete pad -mounted
transformer and interconnect; inverters mounted at the end of array rows; an access drive with room
for emergency turn around; and perimeter fence with gate.
Construction Schedule — Once the Use By Special review permits are finalized, the construction
phases are anticipated to take approximately one hundred & nine (109) days for each location.
Based on this, the following preliminary schedule has been prepared:
• Solar Facility Components First Deliver
• Perimeter Fence Installation
• Solar Panel Foundation Installation
• Racking, Trenching, Wiring
• Solar Panel Installation
• Inspection & Set Meters
• System Testing & Commissioning
Day 1
Day 1 to Day 11
Day 5 to Day 30
Day 30 to Day 64
Day 64 to Day 94
Day 94 to Day 99
Day 99 to Day 109
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Designated Travel Route
The designated travel route includes State Highway 392 and WCR 61.5 northeast approximately
3 miles to WCR 67, then north into location. Highway 392 - is a paved two-lane highway with a
posted speed limit of 65 mph.
Daily Vehicle Trip Generation and Distribution
Project development may be divided into the following 3 phases: material and equipment delivery;
facility construction; and facility maintenance). The following Table 1 illustrates the estimated
average daily trip generation by vehicle type for each Project phase.
Table 1 — Vehicle Trip Generation
Project
Phase
(Time)
Vehicle
Type
Estimated
Vehicle
Gross
Weight
Number of
Per
Vehicles
Day
Average
Maximum
Vehicle
Per Day
and
Trips
Equipment
(approx.
Material
1
and
Delivery
week)
Conex
Delivery
Container and
Trucks
30,000-50,000 lbs.
5-10
10-20
Equipment
Trucks
Hauling
20,000-40,000 lbs.
0-2
0-4
Max —14/Ave - 8
Solar Facility
Installation
(3-4 months)
Passenger Vehicles
2,000 to 10,000
lbs.
5-12
10-24
Fuel Truck
20,000 to 30,000 lbs.
1
2
Material Delivery
Truck
20,000 to 30,000 lbs.
1
2
Max — 28/Ave - 20
(ongoing
Operations
operational)
once
Utility
Vehicle
Truck)
(Pickup
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 facility installation shall
occur during the 3 -4 -month solar facility installation for each location (max 28/ave 20vtpd). This traffic
will generally be site worker passenger vehicles.
Most of the heavy truck traffic including conex container delivery (30-50 conex containers/delivery
trucks) and equipment (rubber tire loader, pile driver, forklift) delivery and pickup will travel to and from
the Project between 8:00 AM and 4:30PM.
Project -related traffic during all phases will not be significant during AM and PM peak periods.
Conclusions
1 The Projects are expected to generate up to 24 vehicle trips per day during material and
equipment delivery (anticipated to be one week at the beginning of the project and one week
at the end of the project), 24 vehicle trips per day during solar facility installation (3-4 months)
and 2 vehicle trips per month during solar facility operation.
2. Daily Project -related truck traffic is not expected to impact AM and PM peak traffic periods.
The construction of the Project should not negatively impact the transportation pattern in
the area.
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3. As proposed, the solar facility installation (material/equipment delivery approximately 1 -
week, solar facility installation approximately 3 months and approximately once per month
for solar facility operations) is not anticipated to create adverse traffic -related impacts in
the area or on Weld County roads. Based on anticipated vehicle type and weight (from
Table 1), the Project is not anticipated to degrade/damage Weld County roads.
4. There are no anticipated improvements required to any Weld County or State Highway
roads to serve the Project, since after the construction period, the facilities are unmanned.
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC agree to mitigate construction
traffic impacts to the area surrounding the proposed Solar Energy Facilities.
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
•
Use by Special Review — Medium Scale Solar Energy Facility
Oriole Solar, LLC, Starling Solar, LLC (Phase 1) and TBD Solar, LLC (Phase 2)
PIN 079909100010 & 079904400006
ALTERNATIVES STATEMENT
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC selected these sites after thoughtful
consideration of the Weld County development standards and Xcel Solar Rewards Community
Program requirements.
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC are leasing the lands from Cornish
Plains Livestock LLLP, owned by Benjamine Brown.
The projects are in the landowner's best interest, as noted in his letter attached within this
application. Mr. Brown, owner of the parcel, currently has this land as vacant rangeland ground
and does not own any water rights. The land used to be used for cattle grazing and livestock
production.
The payments generated from the leases will provide the landowner with diversified sources of
income. In contrast to agricultural/ranching earnings, the payments generated by the solar
leases will be regular, fixed payments, and will increase annually without fail.
Solar is ultimately one of the best uses that the landowner could pursue in this area. Solar
produces no pollutants or contaminants, making it safe for the surrounding mixed uses.
Additionally, solar produces no noise pollution, no heavy traffic, and therefore this use will not
cause any nuisances. The project is not located within a residential neighborhood and the land
will be returned to its current state after the system is retired, as solar is not a permanent use.
Even with solar present onsite, this project will still benefit the agricultural community of Weld
County by serving as a grazing field for local sheep ranchers. Oriole Solar, LLC, Starling Solar,
LLC and TBD Solar, LLC are solely responsible for the management of all vegetation within the
permitted area. Rather than mowing, should the landowner and Oriole Solar, LLC, Starling
Solar, LLC and TBD Solar, LLC decide to, we will work in partnership with a Weld County
rancher, with whom we have a pre-existing relationship with. The rancher's sheep will graze on
the vegetation, providing his flock with a free food source while keeping the site pristine. During
operations the land will lie fallow allowing time for the soils to replenish nutrients and minerals. If
sheep are to be used in the SEF areas for weed management, the manure of the sheep will
help fertilize the soil. When the solar facilities are removed the project areas can be returned to
farming.
This use doesn't conflict with the existing land use and is done with an eye toward improving
future land use. Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC develop solar
facilities on lands that produce the highest and best use and intends to leave the land in a better
state than when the project began.
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•
As presented in this application, this project is in compliance with the Weld County is developed
with a focus on good stewardship of the land and a neighborly spirit.
Kristy Weyerman
Project Development Manager
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC
Phone: 970-373-6323
E-MAIL: keyerman@mysunshare.com
1724 Gilpin Street, Denver, CO 80218 • info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
Decommissioning/Reclamation
Plan
For a USR Permit
Oriole Solar, LLC and Starling Solar, LLC
In Compliance with:
(Section 23-4-1030 B of the Weld County Code)
Case Number: TBD
Cornish Plains Livestock LLLP (Parcel ID No. 079909100010 &
079904400006)
Prepared for:
Weld County Department of Planning Services
1555 North 17t" Avenue
Greeley, CO 80631
Prepared by:
Oriole Solar, LLC and Starling Solar, LLC
Denver, Colorado
JIB
1SunShare
COMMUNITY SOLAR
Date Prepared: August 29, 2023
1.0 Overview
As a condition of approval for the Site -Specific Development Plan and Use by Special Review (USR)
permit, Weld County required that Oriole Solar, LLC and Starling Solar, LLC prepare a
Decommissioning/ Reclamation Plan for the solar facility, that is to be reviewed and approved by
the Weld County Department of Planning Services. The intent of this
Decommissioning/Reclamation Plan is to provide a comprehensive plan for removal of the solar
facility after its useful life and/or the termination of power generation operations; and to return
the subject property to conditions that existed prior to the solar facility's construction.
The solar power generation facility has an estimated useful life of 30 years or more, with an
opportunity for a life of 50 years or more with equipment replacement and repowering. At the end
of the useful life of the facility, Oriole Solar, LLC and Starling Solar, LLC will cease power
generation, decommission the facility, and remove the components of the facility from the subject
property. The site will be reclaimed and returned to the agricultural use that existed prior to the
facility being constructed (or if the landowner requests to keep the land and access roads as is).
This Decommissioning/Reclamation Plan is subject to refinement should future best practices or
alternate methods be developed by the solar industry, during the life of this facility. Oriole
Solar, LLC and Starling Solar, LLC will follow solar industry standards and best management
practices (BMPs) that exist at the time of decommissioning and reclamation of the site.
1.1 Procedures for Decommissioning the Solar Facility After
Useful Life & Termination of Power Generation
The solar facility consists of numerous recyclable materials, including glass, semiconductor
material, steel, aluminum, copper, and plastics. When the facility reaches the end of its
operational life, the component parts can be dismantled, and for the most part, salvaged or
recycled at properly licensed facilities.
Some site features, such as internal roads, driveways, drainage features/improvements, and
electrical interconnections may remain on the site, depending upon the anticipated future use
of the property. All such improvements, that are scheduled to remain after the
decommissioning of the site, will be approved by the Weld County Department of Planning
Services.
The following steps will be followed in the decommissioning of the solar facility:
■ Approximately one year prior to the planned decommissioning of the facility, Oriole
Solar, LLC and Starling Solar, LLC will schedule a pre -closure meeting with the Weld
County Department of Planning Services to discuss the process for the site
decommissioning and restoration. The final decommissioning details will be developed
through consultation with the Weld County Department of Planning Services and other
departments and agencies that have jurisdiction over activities in the decommissioning
process. Any required permits will be obtained prior to implementation of the
Decommissioning/Reclamation Plan.
■ Appropriate temporary (construction -related) erosion and sedimentation controlled
BMPs will be applied during the decommissioning phase of the project. The BMPs will
be inspected on a regular basis to ensure proper functionality.
■ Effectively, the decommissioning of the solar facility proceeds in reverse order of the
installation:
1. A site -specific health and safety plan shall be developed, prior to beginning
decommissioning activities, which incorporates the specific sequence and
procedures to be followed.
2. Coordination with local departments and agencies to develop route plans and
obtain necessary permits for the transportation of materials and equipment to
and from the site.
3. The solar facility shall be disconnected from the utility grid. This process will be
coordinated with Xcel Energy.
4. PV modules shall be disconnected, collected, and transported to a properly
licensed recycling facility.
5. Above ground and underground electrical interconnection and distribution
cabling shall be removed and salvaged or recycled off -site at an approved
recycling facility.
6. The aluminum racking that supports the PV modules shall be removed and
salvaged or recycled off -site at an approved recycling facility.
7. PV module support steel and support posts shall be removed and salvaged or
recycled off -site at an approved recycling facility.
8. Electrical and electronic devices, including transformers, semiconductors
materials, inverters, and batteries, shall be removed and salvaged or recycled
off -site at an approved recycling facility.
9. Concrete foundations shall be removed and will be recycled off -site at an
approved concrete recycling facility.
so. Fencing shall be removed and will be recycled off -site at an approved recycling
facility.
11. The site will be restored to its original condition (or if the landowner requests
to keep the land and access roads as is), including any necessary sculpting of
soils to match existing natural contours and the re -seeding of native grasses.
Any soil that had been re -located for construction purposes will be
redistributed on the site or used for landscaping purposes. Soils will be
compacted for those areas where foundations or piers have been removed.
1.2 Equipment to be Used for the Decommissioning of the
Solar Facility
The decommissioning of the solar facility will be undertaken using traditional heavy
construction equipment, including front-end loaders, bull dozers, cranes, excavators (track -
mounted and rubber -tired), water tankers, trucks, and pick-ups. Semi -trucks will be used to
transport materials to off -site salvage or recycle centers.
1.3 Dust Mitigation During the Decommissioning Phase
Water tankers will be used to help control dust while the decommissioning activities are
occurring on the site. During the decommissioning of the facility, Oriole Solar, LLC and Starling
Solar, LLC will exercise BMPs to limit fugitive dust from being airborne and traveling beyond the
property lines. Dust control efforts will be monitored by the site foreman on a regular basis to
ensure fugitive dust is adequately controlled. Water spray will be applied, as needed, to
unpaved areas during periods of dry weather. Care will be taken to not over -apply water and
create mud. Vehicle tracking devices will be installed at truck exit drives, per the requirements
of Weld County. Vehicles operating on the site during the decommissioning phase will limit
their speed to 15 mph or less, to minimize dust emissions.
1.4 Decommissioning/Reclamation Cost Estimates
Decommissioning/reclamation cost estimates, which shall be updated every five (5) years from
the establishment and submittal of the Security, shall include all costs associated with the
dismantlement, recycling, and safe disposal of facility components and site reclamation
activities, including the following elements:
Decommissioning:
Fencing
Structures
Modules
Electrical
Site Restoration
$3,000.00
$60,000.00
$30,000.00
$20,000.00
$25,000.00
Total
Clarifications
$138,000.00
Inclusions and Exclusions
1. Based on project drawings provided.
2. Includes the specified appropriate project management and
mobilization to adhere to the project schedule.
3. Breakouts are provided for accounting purposes only.
4. All work is to be done in a single phase.
S. Includes recycling of steel, aluminum, modules, and copper.
6. Includes restoration of the site back to like conditions before the solar array
was installed.
Scope specifically includes:
1. Electrical permit fees included.
2. Removal and disposal of game fence.
3. Removal of racking support structure and foundations.
4. Module removal, packaging, and recycling.
5. Removal of electrical distribution equipment,
transformers, and electrical equipment pads.
6. Removal of electrical DC string wiring and AC underground.
7. Site restoration.
8. Safety and protection as required. Waste disposal fees and containers.
9. Temporary Restrooms and site facilities for workers.
Specifically excludes:
1. Payment and Performance Bond.
2. All utility specific tie in work to disconnect the site outside of
property.
3. Engineering, fees, errors, omissions additional
design intent not clearly delivered or identified
on the referenced drawings.
4. Import or export of soils.
1.5 Financial Assurance to Cover the Decommissioning of the
Solar Facility
In the Board of County Commissioners' Resolution dated [Date TBD] , 2023, the Board
requires Oriole Solar, LLC and Starling Solar, LLC to provide financial assurance to the County in the
form of a surety bond, in an amount established by the Director of the Department of
Planning Services, to ensure proper decommissioning of the facility. The surety bond is to name
the Board of County Commissioners of Weld County as beneficiary and will be current and active
at all times during the life of the permit. The required surety bond will be provided as part of this
Decommissioning/Reclamation Plan. Weld County shall have the right to draw upon the
irrevocable standby letter of credit, or other form of financial security, to pay for decommissioning
in the event that the holder has not commenced decommissioning/reclamation activities within
ninety (90) days of the Board of County Commissioners' order or resolution directing
decommissioning/reclamation.
Prepared by:
Kristy Weyerman
Project Development Manager
Decommissioning/Reclamation
Plan
For a USR Permit
Oriole Solar, LLC, Starling Solar, LLC (Phase 1) and TBD Solar,
LLC (Phase 2)
In Compliance with:
(Section 23-4-1030 B of the Weld County Code)
Case Number: TBD
Cornish Plains Livestock LLLP (Parcel ID No. 079909100010 &
079904400006)
Prepared for:
Weld County Department of Planning Services
1555 North 17t" Avenue
Greeley, CO 80631
Prepared by:
Oriole Solar, LLC, Starling Solar, LLC and
TBD Solar, LLC
Denver, Colorado
una
1§019495109)m
Date Prepared: September 11, 2023
1.0 Overview
As a condition of approval for the Site -Specific Development Plan and Use by Special Review
(USR) permit, Weld County required that Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC
prepare a Decommissioning/ Reclamation Plan for the solar facilities, that is to be reviewed and
approved by the Weld County Department of Planning Services. The intent of this
Decommissioning/Reclamation Plan is to provide a comprehensive plan for removal of the solar
facilities after its useful life and/or the termination of power generation operations; and to
return the subject property to conditions that existed prior to the solar facilities construction.
The solar power generation facilities have an estimated useful life of 30 years or more, with an
opportunity for a life of 50 years or more with equipment replacement and repowering. At the
end of the useful life of the facilities, Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will
cease power generation, decommission the facilities, and remove the components of the
facilities from the subject property. The site will be reclaimed and returned to the agricultural
use that existed prior to the facilities being constructed (or if the landowner requests to keep the
land and access roads as is).
This Decommissioning/Reclamation Plan is subject to refinement should future best practices
or alternate methods be developed by the solar industry, during the life of these facilities.
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will follow solar industry standards and
best management practices (BMPs) that exist at the time of decommissioning and reclamation
of the site.
1.1 Procedures for Decommissioning the Solar Facility After
Useful Life & Termination of Power Generation
The solar facilities consist of numerous recyclable materials, including glass, semiconductor
material, steel, aluminum, copper, and plastics. When the facilities reach the end of its
operational life, the component parts can be dismantled, and for the most part, salvaged or
recycled at properly licensed facilities.
Some site features, such as internal roads, driveways, drainage features/improvements, and
electrical interconnections may remain on the site, depending upon the anticipated future use
of the property. All such improvements, that are scheduled to remain after the
decommissioning of the site, will be approved by the Weld County Department of Planning
Services.
The following steps will be followed in the decommissioning of the solar facilities:
■ Approximately one year prior to the planned decommissioning of the facilities, Oriole
Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will schedule a pre -closure meeting with
the Weld County Department of Planning Services to discuss the process for the site
decommissioning and restoration. The final decommissioning details will be developed
through consultation with the Weld County Department of Planning Services and other
departments and agencies that have jurisdiction over activities in the decommissioning
process. Any required permits will be obtained prior to implementation of the
Decommissioning/Reclamation Plan.
■ Appropriate temporary (construction -related) erosion and sedimentation controlled
BMPs will be applied during the decommissioning phase of the project. The BMPs will
be inspected on a regular basis to ensure proper functionality.
■ Per 23-4-1030.4b: Effectively, the decommissioning of the solar facilities proceeds in
reverse order of the installation including all installed equipment will be removed at least
three (3) feet below grade:
1.. A site -specific health and safety plan shall be developed, prior to beginning
decommissioning activities, which incorporates the specific sequence and
procedures to be followed.
2. Coordination with local departments and agencies to develop route plans and
obtain necessary permits for the transportation of materials and equipment to
and from the site.
3. The solar facilities shall be disconnected from the utility grid. This process will
be coordinated with Xcel Energy.
4. PV modules shall be disconnected, collected, and transported to a properly
licensed recycling facility.
5. Above ground and underground electrical interconnection and distribution
cabling shall be removed and salvaged or recycled off -site at an approved
recycling facility.
6. The aluminum racking that supports the PV modules shall be removed and
salvaged or recycled off -site at an approved recycling facility.
7. PV module support steel and support posts shall be removed and salvaged or
recycled off -site at an approved recycling facility.
8. Electrical and electronic devices, including transformers, semiconductors
materials, inverters, and batteries, shall be removed and salvaged or recycled
off -site at an approved recycling facility.
9. Concrete foundations shall be removed and will be recycled off -site at an
approved concrete recycling facility.
so. Fencing shall be removed and will be recycled off -site at an approved recycling
facility.
ii. The site will be restored to its original condition (or if the landowner requests
to keep the land and access roads as is), including any necessary sculpting of
soils to match existing natural contours and the re -seeding of native grasses.
Any soil that had been re -located for construction purposes will be
redistributed on the site or used for landscaping purposes. Soils will be
compacted for those areas where foundations or piers have been removed.
1.2 Equipment to be Used for the Decommissioning of the
Solar Facility
The decommissioning of the solar facilities will be undertaken using traditional heavy
construction equipment, including front-end loaders, bull dozers, cranes, excavators (track -
mounted and rubber -tired), water tankers, trucks, and pick-ups. Semi -trucks will be used to
transport materials to off -site salvage or recycle centers.
1.3 Dust Mitigation During the Decommissioning Phase
Water tankers will be used to help control dust while the decommissioning activities are
occurring on the site. During the decommissioning of the facilities, Oriole Solar, LLC, Starling
Solar, LLC and TBD Solar, LLC will exercise BMPs to limit fugitive dust from being airborne and
traveling beyond the property lines. Dust control efforts will be monitored by the site foreman
on a regular basis to ensure fugitive dust is adequately controlled. Water spray will be applied,
as needed, to unpaved areas during periods of dry weather. Care will be taken not to over -apply
water and create mud. Vehicle tracking devices will be installed at truck exit drives, per the
requirements of Weld County. Vehicles operating on the site during the decommissioning
phase will limit their speed to 15 mph or less, to minimize dust emissions.
1.4 Decommissioning/Reclamation Cost Estimates
Decommissioning/reclamation cost estimates, which shall be updated every five (5) years from
the establishment and submittal of the Security, shall include all costs associated with the
dismantlement, recycling, and safe disposal of facility components and site reclamation
activities, including the following elements:
Decommissioning:
Fencing
Structures
Modules
Electrical
Site Restoration
$3,000.00
$60,000.00
$30,000.00
$20,000.00
$25,000.00
Total
Clarifications — Inclusions and Exclusions
$138,000.00
1. Based on project drawings provided.
2. Includes the specified appropriate project management and
mobilization to adhere to the project schedule.
3. Breakouts are provided for accounting purposes only.
4. All work is to be done in a single phase.
S. Includes recycling of steel, aluminum, modules, and copper.
6. Includes restoration of the site back to like conditions before the solar array
was installed.
Scope specifically includes:
1. Electrical permit fees included.
2. Removal and disposal of game fence.
3. Removal of racking support structure and foundations.
4. Module removal, packaging, and recycling.
5. Removal of electrical distribution equipment,
transformers, and electrical equipment pads.
6. Removal of electrical DC string wiring and AC underground.
7. Site restoration.
8. Safety and protection as required. Waste disposal fees and containers.
9. Temporary Restrooms and site facilities for workers.
Specifically excludes:
1. Payment and Performance Bond.
2. All utility specific tie in work to disconnect the site outside of
property.
3. Engineering, fees, errors, omissions additional
design intent not clearly delivered or identified
on the referenced drawings.
4. Import or export of soils.
1.5
Financial Assurance to Cover the Decommissioning of the
Solar Facility
In the Board of County Commissioners' Resolution dated [Date TBD] , 2023, the Board
requires Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC to provide financial assurance to
the County in the form of a surety bond, in an amount established by the Director of the
Department of Planning Services, to ensure proper decommissioning of the facilities. The surety
bond is to name the Board of County Commissioners of Weld County as beneficiary and will be
current and active at all times during the life of the permit. The required surety bond will be
provided as part of this Decommissioning/Reclamation Plan. Weld County shall have the right to
draw upon the irrevocable standby letter of credit, or other form of financial security, to pay for
decommissioning in the event that the holder has not commenced decommissioning/reclamation
activities within ninety (90) days of the Board of County Commissioners' order or resolution
directing decommissioning/reclamation.
Prepared by:
Kristy Weyerman
Project Development Manager
Dust and Weed Mitigation Plan
For a Solar Facility
Oriole Solar, LLC, Starling Solar, LLC (Phase 1) & TBD
Solar, LLC (Phase 2)
In Compliance with:
(Section 23-4-1030 H of the Weld County Code)
Case Number: USR - TBD
Cornish Plains Livestock LLLP (Parcel ID 079909100010 &
079904400006)
Prepared for:
Weld County Department of Planning Services
1555 North 17th Avenue
Greeley, CO 80631
Prepared by:
Oriole Solar, LLC, Starling Solar, LLC & TBD Solar, LLC
Denver, Colorado
• •
COMMUNITY SOL R
Date Prepared: September 11, 2023
1.0 Overview
As a condition of approval for the Site -Specific Development Plan and Use By Special Review, Weld
County required that Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC prepare a Dust and
Weed Mitigation Plan for the solar facilities, that is to be reviewed and approved by the Weld
County Department of Planning Services. The intent of this Dust and Weed Mitigation Plan is to
provide a comprehensive plan for control of dust, noxious weeds, and any drainage issues that
could cause erosion from the solar facility.
1.1 Dust Mitigation During the Construction Phase
Water tankers will be used to help control dust while the construction activities are occurring on
the sites. During the construction of the facilities, Oriole Solar, LLC, Starling Solar, LLC and TBD Solar,
LLC will exercise Best Management Practices (BMPs) to limit fugitive dust from being airborne and
traveling beyond the property lines. Dust control efforts will be monitored by the site foreman on a
regular basis to ensure fugitive dust is adequately controlled. Water spray will be applied, as
needed, to unpaved areas during periods of dry weather. Care will be taken not to over -apply water
and create mud. Vehicle tracking devices will be installed at truck exit drives, per the requirements
of Weld County. Vehicles operating on the site during the construction phase will limit their speed
to 15 mph or less, to minimize dust emissions.
1.2 Noxious Weed Management
The Colorado Department of Agriculture (CDA) and Weld County both require landowners to
prevent the spread of State Listed Noxious Weeds. Construction activities on the site have the
potential to introduce new noxious weed species to the site or spread existing species on to or off
the sites. This noxious weed management program was developed to prevent further spread of
noxious weeds. Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will comply with CDA and
Weld County regulations through implementation of this plan. Periodic reviews and updates to this
plan will be completed as necessary to keep it current with noxious weed control issues. This plan
will be implemented throughout the life of the solar facilities.
Appropriate management actions will be implemented whenever noxious weed species are
observed growing within the project area. The goals of weed management are to:
1. Identify and manage noxious weeds within and immediately adjacent to the project areas
to be disturbed and after the area has been reclaimed.
2. Conduct pre-treatment and post -treatment evaluations and continue or modify
treatment measures as necessary.
3. Minimize the potential for transportation and importation of noxious weed species.
4. Educate field personnel in order to encourage compliance with weed management
program goals and assist with identification and control efforts.
To prevent or minimize the infestation and spread periodic inspections of the project area during
the beginning, middle, and end of the growing season will evaluate presence or absence, degree of
invasion, and the response of previous treatments. Oriole Solar, LLC, Starling Solar, LLC and TBD
Solar, LLC's operational staff will conduct regular site inspections and ensure implementation of this
plan. Specific treatment methodologies and timetables will be developed based on species of
concern, location and extent of the infestafion(s), and other pertinent factors.
1.2 (a) Noxious Weed Prevention
Noxious weeds are spread through dispersal of seed and/or transport of plant propagules (i.e.,
spores, seeds, roots, etc.). The most effective way to control noxious weeds is to prevent their
introduction into the site in the first place. A combination of methods and practices will be
employed to prevent the introduction of weed species and their regeneration within the project
area.
The following methods and practices may be employed, either singly or in combination, to prevent
the introduction of weeds into the solar site:
1. A thorough cleaning of equipment will be conducted before entering the project area to
prevent the introduction of seed and plant propagules from other sites.
2. Seed mixtures used for revegetation or temporary site stabilization will be free of noxious
weeds.
3. Hay, straw, and/or other materials used for mulch or other purposes will be certified
weed free.
4. A periodic inspection will be conducted to identify any new weed infestations that may
have occurred. Any new infestations will be scheduled for management before they become
well established and/or spread.
5. Communication and coordination with adjacent landowners whose property is infested
with noxious weeds that may threaten the site should occur. Establishing partnerships for
weed management within the local area is essential for successful long-term weed
management.
6. Noxious and pest weed infestations that threaten natural and reclaimed areas will be
treated with accepted Integrated Weed Management (IWM) methods. These methods are
further discussed below.
1.2(b) Integrated Weed Management (IWM)
An Integrated Weed Management approach will be implemented for the treatment of noxious
weeds within the project area. An IWM approach enables selection of one or more weed
management methods based on site specific environmental conditions and control needs. The
following weed management methods will be considered for the project areas:
1. Cultural — Planting native or desirable plant species for site colonization and promoting
healthy vegetation communities in reclaimed areas. Prevent unnecessary disturbance
through precise planning of construction projects and other activities. Prompt revegetation
of disturbed areas.
2. Mechanical — Mowing, pulling, disking, and plowing may be used on weedy species for
which these treatments are effective.
3. Biological — Introduction of insects or other biologic agents which are known to inhibit or
prevent reproduction of noxious weed species. If biological agents are employed, control
methods will be coordinated with the Colorado Department of Agricultural Insectary in
Palisade, Colorado.
4. Chemical —Application of appropriate herbicides by a licensed applicator. All herbicides
will be applied in accordance with the manufacturer's label and in accordance with
Colorado laws.
In some cases, only one control method may be warranted, while in other cases a combination of
control methods may be appropriate. Control methods selected will be dependent upon species of
concern, and the location and extent of the infestation.
The use of IWM methods will protect pollinators, reduce hazards to wildlife, reduce the possibility
of herbicide resistance, and minimize persistence and mobility of herbicides in the soil. Weed
control methods and practices will be applied in a manner that conforms to applicable federal,
state, and local laws.
1.2(b)1 Cultural Control
Germination and establishment of noxious weeds can be reduced by following accepted
revegetation and vegetation management techniques that favor the growth of desirable plants.
These include prompt seeding and revegetation of disturbed areas with appropriate seed mixes,
maintaining optimum fertility and moisture levels, planting at optimum density of pure live seed,
minimizing use of fertilizers, and selecting suitable species for revegetation. Minimizing areas of
disturbance and exposed soil prevents opportunities for aggressive species to establish.
A revegetation plan has been developed for the site that utilizes native species that are well -
adapted to the site. Seeding native species in conjunction with other management practices will
provide some level of competition with noxious weeds and minimize the opportunity for new
infestations to become established.
1.2 (b) 2 — Mechanical Control
Mechanical Control of noxious weeds can be an effective tool to physically disrupt noxious weed
growth and seed development. A combination of mechanical methods may be used including tilling
or disking, mowing, hand-held weed trimmers, mulching, hand -pulling, hoeing, or livestock grazing.
Mechanical weed control practices must be applied with correct timing to maximize their
effectiveness in preventing vegetation development or seed production.
Annual weedy species may be readily controlled with mowing or physical removal. Perennial
species such as Dalmatian toadflax have extensive root systems. For such weed species, mowing
may only control seed production without seriously affecting the plant's survival. Mowing after seed
production has occurred may spread the plants. Disking or tilling areas containing perennial noxious
species may increase the area of infestation due to root sprouting. In most cases, mechanical
control methods used alone are not effective against noxious weed species.
1.2 (b) 3 - Biological Control
Biological control of noxious weeds can be an effective tool to physically disrupt plant growth and
seed development. A combination of biological methods may be used including introduction of
insect weed predators and species -specific plant diseases. Biological weed control methods and
practices will be applied with appropriate timing to maximize their effectiveness in preventing seed
production. It must be noted that the use of biological controls normally does not eradicate an
infestation of weeds; rather they are capable of reducing weed species vigor and reproduction. The
Colorado Department of Agriculture's Biological Pest Control Program has on -going biological
control programs for several noxious weed species. Note, the use of insect bio-controls typically
require large populations of the target weed to sustain the population of bio-control agents.
Biological controls should not be expected to eliminate the entire infestation of a noxious weed, but
instead to bring the infestation down to a more manageable level.
1.2 (b) 4 — Chemical Control
Chemical control of noxious and pest weeds can be an effective tool to disrupt plant growth and
seed development. Herbicides can kill targeted species, prevent development and/or germination
of noxious weed seed, can be used with minimal disturbance to soils, and in some cases, can be
selective to specific species or groups of plants. Herbicides must be applied at the appropriate time
to maximize their effectiveness in preventing seed production, for disrupting plant establishment
and growth, or achieving kill of noxious species. To avoid development of resistance to a particular
herbicide through repeated use over prolonged periods of time, herbicides with varying modes of
action to be used. Also, herbicides will be applied according to manufacturer's label
recommendations (i.e., application rate, method, and timing) to prevent development of plant
resistance. Herbicide selection will be based on weed emergence, timing of application, past
applications, and ground and weather conditions during the applications.
Successful IWM begins with an understanding of the target plant species and the environment
within which it grows. Next, the physiologic effects of an herbicide on plant growth and
development must be understood. Understanding a pesticide's chemical nature is also important in
minimizing impacts to non -target species, the applicator, endangered species, and pollinators, as
well as surface water runoff hazards and leaching into groundwater. Every herbicide label contains
information regarding environmental hazards. This information will be evaluated for each herbicide
considered for use at the site and herbicides will be selected which pose minimal to no
environmental hazards.
All pesticides will be handled with care and applied by qualified personnel. Properly identifying the
weed problem and the most effective chemical control method for use during the plant growth
cycle is critical to effective weed control. Equipment will be properly calibrated before herbicides
are applied and appropriate Personal Protective Equipment (PPE) will be used. Empty containers
will be disposed of promptly, safely and in accordance with product labeling.
Herbicides vary in the amount of time after an application before it is safe to re-enter the treated
area without protective clothing and equipment. The site re-entry time is affected by the rate of
application, size of the area treated and the amount of time to be spent in the field. For the safety
of employees and contractors, the Restricted Entry Interval (REI) listed on the herbicide's label will
be followed. Appropriate herbicide application records will be maintained as specified by the CDA.
1.2 (c) — Monitoring and Follow -Up
Even with effective weed management strategies, it often takes several seasons to eradicate or
bring weed populations to an acceptable level. With well -established infestations, it is likely that a
seed bank has developed in the soil capable of producing new plants for many years. An infestation
of weeds can easily re -invade treated areas in one growing season if control and treatment
activities are prematurely curtailed. Weed management efforts should be carried out over an
adequate number of growing seasons to realize effective weed management within the target area.
As with all weed management, this multi -season effort is best served by effective documentation of
control efforts and continued vigilance in successive seasons of management. Information can be
used to modify treatment priorities and weed management strategies over time. Vigilance is
required against new infestations that may be moving into the site. These new sources of
infestation may be worked into prevention and management plans as necessary. This weed
management plan will be modified over time as site conditions change. Weed management
strategies and priorities can be modified as weed infestations change in response to continued
control efforts.
1.3 — Drainage and Erosion Control
Installation of the solar facilities will not alter existing drainage patterns or flow rates on the site
and runoff water quality will not be impacted by the solar facility components. Installation of water
quality or detention facilities would require clearing, grubbing, grading, and reseeding of a portion
of the site and would likely increase the potential for erosion, sediment transport and concentrated
flow. Accordingly, water quality and detention are not recommended for this project.
Appropriate temporary (construction -related) erosion and sedimentation control Best Management
Practices (BMPs) will be applied during the construction phase of the project. The BMPs will be
inspected on a regular basis to ensure proper functionality.
Prepared by:
Kristy Weyerman
Project Development Manager
FENCING PLAN
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC proposes an SEF that will not encroach within
Weld County's 500 -foot setback from any residences. No additional screening plans are proposed at this
time.
Please see page 6 (S-6) of the sketch plans attached for fencing details.
ISunShare
COMMUNITY SOLAR
1724 Gilpin Street, Denver, CO 80218 m info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
Use by Special Review - Solar Energy Facility
Oriole Solar, LLC, Starling Solar LLC, TBD Solar, LLC
PID 079909100010 & 079904400006
Landscaping & Screening Plan
Seed mix from landowner:
TURF F77 1 (
3uffaL
BRAND 'E'S FE
GREELEY, COLORADO
Buffalo Brand Low Grow Mix
2'023'
A mixture of lower maintenance cool season grasses that establish well in
cooler areas below 8000 ft. elevation. The lower growth habit of the
grasses lends itself to infrequent or no mowing. Nell -suited for erosion
control and transition turf areas.
3 0€1/0
25%
20%
15%
10%
Crested Whieatgrass, Ephraim
Intermediate Ryegrass, VNS
Sheep Fescue, VNS
Chewings Fescue, VNS
Forage Bluegrass, Ginger
ter 1 East 4r Street Road
Drill Seeding Rate
20-25 lbs. per acre
Broadcast Seeding Rate
30-35 lbs. per acre
Small Areas:
1-21bs. per 1000 sq. ft.
Available in 50 lb., 25 lb., and 5 lb. bags
Not nee Si gent __.__ simar I, the Best Ill
Greeby. CO 60631 970.358.4710 office InforWbuffalobram ndseed.Com
970.358.1267 fax
1724 Gilpin Street, Denver, CO 80218 • info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
),
I SunShare
COMMUNITY S a L n l
FLO0DPLAIN IMPACT STATEMENT
Oriole Solar, LLC, Starling Solar, LLC (Phase 1) and TBD Solar, LLC (Phase 2)
There are no FEMA designated Special Flood Hazard Areas (SFHA) existing on the subject
property, PID no. 079909100010 & 079904400006. Therefore, no Floodplain Impact
Statement is required.
Please see the Weld County Assessor Map below.
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
1§HrhOPI-c
Weld County Drainage Code
Certificate of Compliance
Weld County Case Number: Starling Solar and Oriole Solar
Parcel Number: 079904400006 and 079909100010
Legal Description, Section/Township/Range:
Date: December 12, 2023
SECTION 4, TOWNSHIP 6 NORTH, RANGE 63 WEST OF
THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO
I Allyson Williamson , Consultant Engineer for TRC Engineers Inc (Applicant),
understand and acknowledge that the applicant is seeking land use approval of the case and parcel in the description above.
I have designed or reviewed the design for the proposed land use set for in the application. I hereby certify, on behalf of the
applicant, that the design will meet all applicable drainage requirements of the Weld County Code with the exception of the
variance(s) described on the attached exhibits. This certification is not a guarantee or warranty either expressed or implied.
Engineer's Stamp:
Engineer of Record Signature
1.
2.
3.
that
Describe
List
Describe
Demonstrate
result
Based
the
there
of
design
on
the
the
the
are
the
project.
hardship
proposed
that
no
criteria
positioning
adverse
granting
for
of
alternative
which
the
impacts
of
of
the
Weld
the
the
access
variance
County
with
from
variance
Variance
Request
(If
Applicable)
increase
health,
-of
requested.
the
-way
intent
safety,
of
and/or
flow
of
the
and
and
offsite
Weld
on
general
properties
the
County
inclusion
welfare
Code.
and
as a
of
the
engineering
stormwater
roads
Code
will
is
still
and
being
of
adequately
which
rationale
runoff
solar
requested.
array,
a
to
variance
which
the
protect
public
minimum
supports
is
public
being
rights
grass swale,
a detention
exception
will
be granted.
Stormwater
will
not
be concentrated
nor it
will
exceed
historical
flows
when
it
leaves
the
parcel.
Public Works Director/Designee Review (If Applicable)
Public Works Director/Designee Name
Date of Signature
Signature
Approved ❑ Denied
Comments:
Department of Public Works I Development Review
1111 H Street, Greeley, CO 80631 I Ph: 970-304-6496 I www.weldgov.com/departments/public_works/development_ review
08/02/2019
Stormwater Drainage Study
(SunShar�e
� ehCOMMUNITY SOLAR
Date:
To:
From:
Project:
Subject:
12/12/2023
Starling Solar LLC and Oriole Solar LLC
Allyson Williamson, TRC Companies
700 Highlander Blvd., Suite 210
Arlington, TX 76015
Goldfinch Solar
On -Site Drainage Study
FOR PERMITTING PURPOSES ONLY
All sen, 9Qi.lal4a resort)
Prepared by or under the Direct
Supervision of:
Allyson Williamson, P.E. 60360
"12/12/2023"
Starling Solar LLC and Oriole Solar LLC is pursuing the development of Starling Solar and Oriole
Solar, two photovoltaic energy generation facilities at an 82.23 -acre site located approximately
18.7 miles northwest of Greeley, Colorado, south of Weld Co Rd 74 and northwest of Co Rd 67
alongside of Highway (See Appendix A -Site Plans C-1 & C-2). The existing site is currently used
for agricultural purposes with average slope of 0.45%. This drainage study was prepared to
summarize findings from a hydrologic analysis of the project site to identify the potential
stormwater impact from the proposed solar project and develop appropriate drainage best
management practices (BMPs) to address the impact. This drainage study was prepared to
comply with the requirements from Weld County Engineering and Construction Criteria
(WCECC) Manual, updated January 2021.
Proposed Project
The proposed solar projects will consist of pole mounted photovoltaic (PV) arrays. Ground
disturbance under the panels will be minimal; thus, the existing perviousness of the soil will be
maintained under the solar cells allowing infiltration. Rainfall runoff from the panels will not be
concentrated and flow under the pole mounted PV panels matches the pre -development flow
patterns.
Additional improvements associated with these projects are limited to gravel drives for vehicle
access and concrete pads for distribution transforms (see Appendix A - Site Plans C-1 & C-2).
No public access or utility infrastructure improvements are anticipated in this study.
Site Drainage
Currently, the existing sites does not have any regional retention or water quality features. The
soils in the area consist of hydrologic soil group (HSG) A, B, and C given by the Natural
Resources Conservation Service (NRCS — Appendix B). Any offsite flows appear to follow the
existing ditches and are not expected to affect the project site. See Appendix A for the drainage
area maps and details.
A hydrologic analysis was prepared using the Rational Method based upon requirements from
Weld County Engineering and Construction Criteria (WCECC) Manual. The analysis provided
estimated peak flow rates for the 100 -year storm under both pre- and post -development
conditions. The design rainfall depth for a 1 -hour, 100 -year storm is 2.62 inches based upon
Stormwater Drainage Study
NOAA Atlas 14: Precipitation -Frequency Atlas. The Rational Method equation shown below was
used to determine the peak flow rates from Drainage Area A, B, and C. Existing conditions for all
three drainage areas were determined to be "Greenbelt, Agricultural" which correlates to a 2%
impervious value per WCECC Table 5-2. Proposed conditions were determined to be "Greenbelt,
Agriculture", "Solar Facilities C&D soils", "Solar Facilities A&B Soils", "Packed Gravel", and
"Paved" which respectively correlates to 2%, 25%, 2%, 40%, and 100% per WCECC Table 5-2.
Area -Weighted Runoff Coefficient for each pre and post development drainage areas are
calculated by using percent impervious from Table 5-2 and runoff coefficient from Table 5-3
through 5-5. The drainage area imperviousness and resulting peak flow rates from pre -and post -
development conditions are summarized below. See Appendix C for the runoff coefficient
calculations.
Q
C r
t
L.
Where:
- Runoff flow rate in cubic feet per second (cfs)
I- Rainfall Intensity in inches per hour (in/hr)
A -Area of the basin in acres (ac)
Pre -development Runoff Calculation Parameters
Drainage
Area, A (ac)
Weighted
Runoff
Intensity,
Rainfall
(in/hr)
I
Impervious
Weighted
p
Percent
(%)
A
44.29
0.4789
4.69
2%
B
19.72
0.5100
5.69
2%
C
45.55
0.5075
4.94
2%
Post -development Runoff Calculation Parameters
Drainage
Area, A (ac)
Weighted
Runoff
Intensity,
Rainfall
(in/hr)
I
Weighted
Percent
(%)
A
44.29
0.5208
4.69
21.15%
B
19.72
0.5435
5.69
17.37%
C
45.55
0.5401
4.94
16.97%
100 -year Runoff Calculation Results
Drainage
Area
Pre
-development
Peak
Flow
(cfs)
Rate
Post
Peak
-development
Flow
(cfs)
Rate
DIFFERENCE
(cfs)
A
99.23
108.12
8.89
B
57.18
60.54
3.36
C
114.82
121.57
6.75
Stormwater Drainage Study
Based upon the above results, the increase of impervious area would produce 8.89%, 3.36%,
and 6.75% rise in the peak flow rate for drainage areas A, B, and C respectively. Since these rises
are not significant, detention basin facilities will not be proposed. Instead, grass swales will be
introduced as shown in Appendix — A Site Plan C-2 to dissipate energy and attenuate any
potential flow increase from gravel roads and concrete pads.
Erosion Control/Stormwater Management Plan
Temporary construction sediment control such as silt fences shall be shown on final
construction plans. Such measures will be included in the erosion control plan and detail
sheets within the final construction documents. Grass swale sizing calculations are
summarized in Appendix D.
Conclusion
The drainage study and attached drainage maps were produced in accordance with
requirements from Weld County Engineering and Construction Criteria Manual, updated January
2021. The existing stormwater flow characteristics are expected to remain unchanged and
increases in peak flow rates have been proven to be negligible. A basin type of stormwater
detention would not be necessary.
Improvements proposed with the project site are limited to a gravel paved drive and 3 concrete
equipment pads. No public access or utility infrastructure improvements are anticipated at this
time. The proposed development will not alter historic drainage patterns and adjacent and
downstream property owners.
Stormwater Drainage Study
References
1. Weld County, Weld County Engineering and Construction Criteria Manual, January 2021.
2. Web Soil Survey, Natural Resources Conservation Service, United States Department of
Agriculture. Online at: http://websoilsurvey.nrcs.usda.gov, accessed December 2021.
3. NOAA Atlas 14, Volume 11, Version 2. ESRI Maps. USGS. Sanja Perica, Sandra Pavlovic, Michael
St. Laurent, Carl Trypaluk, Dale Unruh, Orlan Wilhite.
Appendices
A. Site Plans C-1 & C-2 6-8
B. NRCS Soil Layer Map 9-17
C. Rational Method Calculations 18-24
D. Grass Swale Calculations 25-28
Stormwater Drainage Study
Appendix A: SITE PLANS C-1 & C-2
SunShare
C O iM M U N I T Y SOLAR
1724 GILPIN STREET,
DENVER, CO 80218
TEL: 800-793-0786
www.myshunshare.com
'TRC
STAMP:
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TRC ENGINEERS, INC.
700 HIGHLANDER BLVD.,
STE. 210
ARLINGTON, TX 76015
TEL: 817-522-1000
www.trccompanies.com
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DRAINAGE
AREA MAP
SHEET SIZE:
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24"X 36" (610 x 914)
0 36„ 1„
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE: 12/6/23
DRAWN BY: TRC
ENGINEER: AW
APPROVED BY: ---
PROJECT PHASE:
USR PLANS
SCALE:
AS SHOWN
SHEET NO.:
I I
EXIST DIRT ROAD
X
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.. /
25 � /
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IiiihiiiiiP
J
DP -B
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PROP ACCESS ROAD
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TOP WIDTH = 12'
BOTTOM WIDTH = 4'
I I
DEPTH = 1'
//
DP -A
/
/z
/
/z
FLOW ARROW
/
/ DRAINAGE POINT
250 125 0 250 500
SCALE 1" = 250'
SunShare
COMMUNITY SOLAR
1724 GILPIN STREET,
DENVER, CO 80218
TEL: 800-793-0786
www.myshunshare.com
'TRC
STAMP:
TRC ENGINEERS, INC.
700 HIGHLANDER BLVD.,
STE. 210
ARLINGTON, TX 76015
TEL: 817-522-1000
www.trccompanies.com
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DRAINAGE
AREA MAP
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0 36„ 1„
ISSUED FOR PERMITTING
NOT FOR CONSTRUCTION
NO.
REVISION
DATE
INIT
DATE: 12/6/23
DRAWN BY: TRC
ENGINEER: AW
APPROVED BY: ---
PROJECT PHASE:
USR PLANS
SCALE:
AS SHOWN
SHEET NO.:
Stormwater Drainage Study
Appendix B: NRCS SOIL LAVER MAP
40° 30' 33" N
40° 30' 8" N
8
104° 26' 40" W
104° 26' 40" W
547100
547100
547200
547300
I I
547200
547300
547400
Hydrologic Soil Group Weld County, Colorado, Southern Part
Oriole Solar
547500
I I
547400
Map Scale: 1:5,300 if printed on A landscape (11" x 8.5") sheet.
Meters
0 50 100 200 300
547500
547600
547600
Feet
0 250 500 1000 1500
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
547700
547700
547800
547800
547900
547900
N
8
104° 25'51" W
40° 30' 33" N
40° 30' 8" N
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/21/2023
Page 1 of 4
Hydrologic Soil Group Weld County, Colorado, Southern Part
Oriole Solar
MAP LEGEND
Area of Interest (AOl)
Area of Interest (A01)
Soils
Soil Rating Polygons
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Soil Rating Lines
A
H
#
A/D
B
B/D
C
t C/D
D
Not rated or not available
Soil Rating Points
® A
® A/D
O B
O B/D
0 C
C/D
D
Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
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-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Weld County, Colorado, Southern Part
Survey Area Data: Version 22, Aug 24, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jun 8, 2021 Jun 12,
2021
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
S DA
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/21/2023
Page 2of4
Hydrologic Soil Group —Weld County, Colorado, Southern Pad
Oriole Solar
Hydrologic Soil Group
Map unit symbol
Map
unit name
Rating
Acres in AOI
Percent of AOI
25
Haverson
loam,
percent slopes
0 to 1
B
0.7
1.5%
39
Nunn
loam,
percent
slopes
0
to 1
C
31.8
63.7%
40
Nunn
loam,
percent
slopes
1
to 3
C
17.4
34.8%
Totals for Area of Interest
49.9
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/21/2023
Page 3of4
Hydrologic Soil Group —Weld County, Colorado, Southern Part
Oriole Solar
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/21/2023
Page 4of4
40° 30' 59" N
40° 30' 28" N
8
104° 26' 19" W
104° 26' 19" W
547600 547700
Hydrologic Soil Group Weld County, Colorado, Southern Part
Starling Solar
•
1 .
547800 547900
547600
547700
547800
547900
548000
548100
548200
Map Scale: 1:4,680 if printed on A pot trait (8.5" x 11") sheet.
0 50 100
0 200 400
200
Meters
300
548000
Fact
800 1200
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
•
548100
548200
104° 25' 48" W
8
En
N
°
40° 30' 59" N
40° 30' 28" N
USDA Natural Resources Web Soil Survey
a Conservation Service
National Cooperative Soil Survey
11/21/2023
Page 1 of 4
Hydrologic Soil Group Weld County, Colorado, Southern Part
Starling Solar
MAP LEGEND
Area of Interest (AOl)
Area of Interest (A01)
Soils
Soil Rating Polygons
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Soil Rating Lines
A
H
#
A/D
B
B/D
C
t C/D
D
Not rated or not available
Soil Rating Points
® A
® A/D
O B
O B/D
0 C
C/D
D
Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
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-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Weld County, Colorado, Southern Part
Survey Area Data: Version 22, Aug 24, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jun 8, 2021 Jun 12,
2021
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
S DA
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/21/2023
Page 2of4
Hydrologic Soil Group —Weld County, Colorado, Southern Pad
Starling Solar
Hydrologic Soil Group
Map unit symbol
Map
unit name
Rating
Acres in AOI
Percent of AOI
27
Heldt
percent
silty clay,
slopes
1
to 3
C
12.9
21.6%
39
Nunn
loam,
percent
slopes
0
to 1
C
42.0
70.4%
76
Vona sandy
percent slopes
loam, 1
to 3
A
4.8
8.1%
Totals for Area of Interest
59.7
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/21/2023
Page 3of4
Hydrologic Soil Group —Weld County, Colorado, Southern Part
Starling Solar
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/21/2023
Page 4of4
Stormwater Drainage Study
Appendix C: RATIONAL METHOD CALCULATIONS
Area -Weighting for Runoff Coefficient Calculation
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
A EX
Illustration
LEA :
Flow Direction
Cat'ohm ent
B crundary
Instructions: For each catchment subarea, enter values for A and C.
Subarea
Area
Runoff
Product
ID
acres
Coeff.
A
C*
CA
input
input
input
output
HSG
A, Agricultural
4.75
0.22
1.05
HSG
C, Agricultural
39.54
0.51
20.17
sum:
44.29
sum:
21.21
Area -Weighted Runoff Coefficient (sum CA/sum A) =
0.4789
*See sheet "Design Info" for inperviousness-based runoff coefficient values.
CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
A EX
I. Catchment Hydrologic Data
Catchment ID = A
Area =
Percent Imperviousness =
NRCS Soil Type =
44.29 Acres
2.00 70
C A, B, C, or D
IL Rainfall Information
Design Storm Return Period, Tr =
01=
C2=
C3=
P1=
I (inch/hr) = Cl * P1 /(C2 + Td)AC3
100 years
28.50
10.00
0.786
2.62 inches
(input return period for design storm)
(input the value of C1)
(input the value of C2)
(input the value of C3)
(input one -hr precipitation --see Sheet "Design Info")
III. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
Overide Runoff Coefficient, C =
5-yr. Runoff Coefficient, C-5 =
Overide 5-yr. Runoff Coefficient, C =
0.51
0.48 (enter an overide C value if desired, or leave blank to accept calculated C.)
0.16
0.16 (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
Reach
a
--- Reach :3
Illustration
Reach 1
overland
flow
LEGEND
C.)
Beginning
Fly Direr tion
C aichine nit
B o undary
NRCS Land
Type
Conveyance
Heavy
Meadow
2.5
Tillage/
Field
5
Short
Pasture/
Lawns
7
Nearly
Bare
Ground
10
Grassed
Swales/
Waterways
15
Paved Areas &
Shallow Paved Swales
(Sheet Flow)
20
Calculations:
Reach
ID
Overland
Slope
S
ft/ft
input
Length
L
ft
input
5-yr
Runoff
Coeff
C-5
output
NRCS
Convey-
ance
input
Flow
Velocity
V
fps
output
Flow
Time
Tf
minutes
output
0.0040
300
0.16
N/A
0.13
39.77
1
0.0028
2,193
2
3
4
5
Sum
2,493
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I =
Rainfall Intensity at Regional Tc, I =
Rainfall Intensity at User -Defined Tc, I =
5.00
0.26
138.15
Computed Tc =
Regional Tc =
User -Entered Tc =
1.22 inch/hr Peak Flowrate, Qp =
4.69 inch/hr Peak Flowrate, Qp =
4.69 inch/hr Peak Flowrate, Qp =
Calculated values for Tc & Qp are based on overide values entered for C & C-5.
177.92
23.85
23.85
25.80 cfs
99.23 cfs
99.23 cfs
Confluence Rational Calcs_Drainage Area A_100 YR EX.xls, Tc and PeakQ 12/6/2023, 1:38 PM
Area -Weighting for Runoff Coefficient Calculation
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
A PR
Illustration
LEA :
Flow Direction
Cat'ohm ent
B crundary
Instructions: For each catchment subarea, enter values for A and C.
Subarea
Area
Runoff
Product
ID
acres
Coeff.
A
C*
CA
input
input
input
output
HSG
A, Solar
3.82
0.22
0.84
HSG
A, Aggricultural
0.93
0.22
0.20
HSG
C, Solar
36.44
0.56
20.41
HSG
C, Aggricultural
2.93
0.51
1.49
HSG
C, Concrete
0.06
0.96
0.06
HSG
C, Gravel
0.11
0.58
0.06
sum:
44.29
sum:
23.07
Area -Weighted Runoff Coefficient (sum CA/sum A) =
0.5208
*See sheet "Design Info" for inperviousness-based runoff coefficient values.
CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
A PR
I. Catchment Hydrologic Data
Catchment ID =
Area =
Percent Imperviousness =
NRCS Soil Type =
A
44.29
25.00
C
IL Rainfall Information
Design Storm Return Period, Tr =
01=
C2=
C3=
P1=
Acres
A, B, C, or D
I (inch/hr) = Cl * P1 /(C2 + Td)AC3
100
28.50
10.00
0.786
2.62
years (input return period for design storm)
(input the value of C1)
(input the value of C2)
(input the value of C3)
inches (input one -hr precipitation --see Sheet "Design Info")
III. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
Overide Runoff Coefficient, C =
5-yr. Runoff Coefficient, C-5 =
Overide 5-yr. Runoff Coefficient, C =
0.56
0.52
0.28
0.28
a
--- Reach :3
(enter an overide C value if desired, or leave blank to accept calculated C.)
(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
Illustration
Reach
Reach 1
overland
flow
LEGEND
(.1) Beginning
Fly Direr tion
C aichine nit
B o undary
NRCS Land
Type
Conveyance
Heavy
Meadow
2.5
Tillage/
Field
5
Short
Pasture/
Lawns
7
Nearly
Bare
Ground
10
Grassed
Swales/
Waterways
15
Paved Areas &
Shallow Paved Swales
(Sheet Flow)
20
Calculations:
Reach
ID
Overland
Slope
S
ft/ft
input
Length
L
ft
input
5-yr
Runoff
Coeff
C-5
output
NRCS
Convey-
ance
input
Flow
Velocity
V
fps
output
Flow
Time
Tf
minutes
output
0.0040
300
0.28
N/A
0.14
34.70
1
0.0028
2,193
2
3
4
5
Sum
2,493
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I =
Rainfall Intensity at Regional Tc, I =
Rainfall Intensity at User -Defined Tc, I =
0.80
4.69
4.69
2.50
0.13
276.29
Computed Tc =
Regional Tc =
User -Entered Tc =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
Calculated values for Tc & Qp are based on overide values entered for C & C-5.
310.99
23.85
23.85
18.45
108.12
108.12
cfs
cfs
cfs
Confluence Rational Calcs_Drainage Area A_100 YR PR.xls, Tc and PeakQ 12/6/2023, 1:42 PM
Area -Weighting for Runoff Coefficient Calculation
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
B EX
Illustration
LEA :
Flow Direction
Cat'ohm ent
B crundary
Instructions: For each catchment subarea, enter values for A and C.
Subarea
Area
Runoff
Product
ID
acres
Coeff.
A
C*
CA
input
input
input
output
HSG
C, Agricultural
19.72
0.51
10.06
Sum:
19.72
Sum:
10.06
Area -Weighted Runoff Coefficient (sum CA/sum A) =
0.5100
*See sheet "Design Info" for inperviousness-based runoff coefficient values.
CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
B EX
I. Catchment Hydrologic Data
Catchment ID =
Area =
Percent Imperviousness =
NRCS Soil Type =
B
19.72
2.00
C
IL Rainfall Information
Design Storm Return Period, Tr =
01=
C2=
C3=
P1=
Acres
A, B, C, or D
I (inch/hr) = Cl * P1 /(C2 + Td)AC3
100
28.50
10.00
0.786
2.62
years (input return period for design storm)
(input the value of C1)
(input the value of C2)
(input the value of C3)
inches (input one -hr precipitation --see Sheet "Design Info")
III. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
Overide Runoff Coefficient, C =
5-yr. Runoff Coefficient, C-5 =
Overide 5-yr. Runoff Coefficient, C =
0.51
0.51
0.16
0.16
a
--- Reach :3
(enter an overide C value if desired, or leave blank to accept calculated C.)
(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
Illustration
Reach
Reach 1
overland
flow
LEGEND
C.)
Beginning
Fly Direr tion
C aichine nit
B o undary
NRCS Land
Type
Conveyance
Heavy
Meadow
2.5
Tillage/
Field
5
Short
Pasture/
Lawns
7
Nearly
Bare
Ground
10
Grassed
Swales/
Waterways
15
Paved Areas &
Shallow Paved Swales
(Sheet Flow)
20
Calculations:
Reach
ID
Overland
Slope
S
ft/ft
input
Length
L
ft
input
5-yr
Runoff
Coeff
C-5
output
NRCS
Convey-
ance
input
Flow
Velocity
V
fps
output
Flow
Time
Tf
minutes
output
0.0017
300
0.16
N/A
0.09
52.75
1
0.0021
867
2
3
4
5
Sum
1,167
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I =
Rainfall Intensity at Regional Tc, I =
Rainfall Intensity at User -Defined Tc, I =
1.67
5.69
5.69
5.00
0.23
63.06
Computed Tc =
Regional Tc =
User -Entered Tc =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
Calculated values for Tc & Qp are based on overide values entered for C & C-5.
115.82
16.48
16.48
16.80
57.18
57.18
cfs
cfs
cfs
Confluence Rational Calcs_Drainage Area B_100 YR EX.xls, Tc and PeakQ 12/6/2023, 1:43 PM
Area -Weighting for Runoff Coefficient Calculation
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
B PR
Illustration
LEA :
Flow Direction
Cat'ohm ent
B crundary
Instructions: For each catchment subarea, enter values for A and C.
Subarea
Area
Runoff
Product
ID
acres
Coeff.
A
C*
CA
input
input
input
output
HSG C, Solar
12.02
0.56
6.73
HSG
C, Aggricultural
7.06
0.51
3.60
HSG
C, Gravel
0.60
0.58
0.35
HSG
C, Concrete
0.04
0.96
0.04
sum:
19.72
Sum:
10.72
Area -Weighted Runoff Coefficient (sum CA/sum A) =
0.5435
*See sheet "Design Info" for inperviousness-based runoff coefficient values.
CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
B PR
I. Catchment Hydrologic Data
Catchment ID =
Area =
Percent Imperviousness =
NRCS Soil Type =
B
19.72
25.00
C
IL Rainfall Information
Design Storm Return Period, Tr =
01=
C2=
C3=
P1=
Acres
A, B, C, or D
I (inch/hr) = Cl * P1 /(C2 + Td)AC3
100
28.50
10.00
0.786
2.62
years (input return period for design storm)
(input the value of C1)
(input the value of C2)
(input the value of C3)
inches (input one -hr precipitation --see Sheet "Design Info")
III. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
Overide Runoff Coefficient, C =
5-yr. Runoff Coefficient, C-5 =
Overide 5-yr. Runoff Coefficient, C =
0.56
0.54
0.28
0.28
a
--- Reach :3
(enter an overide C value if desired, or leave blank to accept calculated C.)
(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
Illustration
Reach
Reach 1
overland
flow
LEGEND
C.)
Beginning
Fly Direr tion
C aichine nit
B o undary
NRCS Land
Type
Conveyance
Heavy
Meadow
2.5
Tillage/
Field
5
Short
Pasture/
Lawns
7
Nearly
Bare
Ground
10
Grassed
Swales/
Waterways
15
Paved Areas &
Shallow Paved Swales
(Sheet Flow)
20
Calculations:
Reach
ID
Overland
Slope
S
ft/ft
input
Length
L
ft
input
5-yr
Runoff
Coeff
C-5
output
NRCS
Convey-
ance
input
Flow
Velocity
V
fps
output
Flow
Time
Tf
minutes
output
0.0017
300
0.28
N/A
0.11
46.02
1
0.0021
867
2
3
4
5
Sum
1,167
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I =
Rainfall Intensity at Regional Tc, I =
Rainfall Intensity at User -Defined Tc, I =
1.25
5.69
5.69
2.50
0.11
126.13
Computed Tc =
Regional Tc =
User -Entered Tc =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
Calculated values for Tc & Qp are based on overide values entered for C & C-5.
172.15
16.48
16.48
13.30
60.54
60.54
cfs
cfs
cfs
Confluence Rational Calcs_Drainage Area B_100 YR PR.xls, Tc and PeakQ 12/6/2023, 1:44 PM
Area -Weighting for Runoff Coefficient Calculation
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
C EX
Illustration
LEA :
Flow Direction
Cat'ohm ent
B crundary
Instructions: For each catchment subarea, enter values for A and C.
Subarea
Area
Runoff
Product
ID
acres
Coeff.
A
C*
CA
input
input
input
output
HSG
B, Agricultural
0.75
0.36
0.27
HSG
C, Agricultural
44.80
0.51
22.85
Sum:
45.55
Sum:
23.12
Area -Weighted Runoff Coefficient (sum CA/sum A) =
0.5075
*See sheet "Design Info" for inperviousness-based runoff coefficient values.
CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
C EX
I. Catchment Hydrologic Data
Catchment ID =
Area =
Percent Imperviousness =
NRCS Soil Type =
C
45.55
2.00
C
IL Rainfall Information
Design Storm Return Period, Tr =
01=
C2=
C3=
P1=
Acres
A, B, C, or D
I (inch/hr) = Cl * P1 /(C2 + Td)AC3
100
28.50
10.00
0.786
2.62
years (input return period for design storm)
(input the value of C1)
(input the value of C2)
(input the value of C3)
inches (input one -hr precipitation --see Sheet "Design Info")
III. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
Overide Runoff Coefficient, C =
5-yr. Runoff Coefficient, C-5 =
Overide 5-yr. Runoff Coefficient, C =
0.51
0.51
0.16
0.16
a
--- Reach :3
(enter an overide C value if desired, or leave blank to accept calculated C.)
(enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
Illustration
Reach
Reach 1
overland
flow
LEGEND
C.)
Beginning
Fly Direr tion
C aichine nit
B o undary
NRCS Land
Type
Conveyance
Heavy
Meadow
2.5
Tillage/
Field
5
Short
Pasture/
Lawns
7
Nearly
Bare
Ground
10
Grassed
Swales/
Waterways
15
Paved Areas &
Shallow Paved Swales
(Sheet Flow)
20
Calculations:
Reach
ID
Overland
Slope
S
ft/ft
input
Length
L
ft
input
5-yr
Runoff
Coeff
C-5
output
NRCS
Convey-
ance
input
Flow
Velocity
V
fps
output
Flow
Time
Tf
minutes
output
0.0028
300
0.16
N/A
0.11
44.74
1
0.0020
1,796
2
3
4
5
Sum
2,096
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I =
Rainfall Intensity at Regional Tc, I =
Rainfall Intensity at User -Defined Tc, I =
1.21
4.94
4.94
5.00
0.22
133.87
Computed Tc =
Regional Tc =
User -Entered Tc =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
inch/hr Peak Flowrate, Qp =
Calculated values for Tc & Qp are based on overide values entered for C & C-5.
178.61
21.64
21.64
28.22
114.82
114.82
cfs
cfs
cfs
Confluence Rational Calcs_Drainage Area C_100 YR EX.xls, Tc and PeakQ 12/6/2023, 1:45 PM
Area -Weighting for Runoff Coefficient Calculation
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
C PR
Illustration
LEA :
Flow Direction
Cat'ohm ent
B crundary
Instructions: For each catchment subarea, enter values for A and C.
Subarea
Area
Runoff
Product
ID
acres
Coeff.
A
C*
CA
input
input
input
output
HSG
B, Agricultural
0.75
0.36
0.27
HSG
C, Agricultural
15.16
0.51
7.73
HSG
C, Solar
29.64
0.56
16.60
sum:
45.55
sum:
24.60
Area -Weighted Runoff Coefficient (sum CA/sum A) =
0.5401
*See sheet "Design Info" for inperviousness-based runoff coefficient values.
CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD
Project Title:
Catchment ID:
Starling Solar and Oriole Solar
C PR
I. Catchment Hydrologic Data
Catchment ID = C
Area =
Percent Imperviousness =
NRCS Soil Type =
45.55 Acres
25.00 70
C A, B, C, or D
IL Rainfall Information
Design Storm Return Period, Tr =
01=
C2=
C3=
P1=
I (inch/hr) = Cl * P1 /(C2 + Td)AC3
100 years
28.50
10.00
0.786
2.62 inches
(input return period for design storm)
(input the value of C1)
(input the value of C2)
(input the value of C3)
(input one -hr precipitation --see Sheet "Design Info")
III. Analysis of Flow Time (Time of Concentration) for a Catchment
Runoff Coefficient, C =
Overide Runoff Coefficient, C =
5-yr. Runoff Coefficient, C-5 =
Overide 5-yr. Runoff Coefficient, C =
0.56
0.54 (enter an overide C value if desired, or leave blank to accept calculated C.)
0.28
0.16 (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.)
Reach
a
--- Reach :3
Illustration
Reach 1
overland
flow
LEGEND
C.)
Beginning
Fly Direr tion
C aichine nit
B o undary
NRCS Land
Type
Conveyance
Heavy
Meadow
2.5
Tillage/
Field
5
Short
Pasture/
Lawns
7
Nearly
Bare
Ground
10
Grassed
Swales/
Waterways
15
Paved Areas &
Shallow Paved Swales
(Sheet Flow)
20
Calculations:
Reach
ID
Overland
Slope
S
ft/ft
input
Length
L
ft
input
5-yr
Runoff
Coeff
C-5
output
NRCS
Convey-
ance
input
Flow
Velocity
V
fps
output
Flow
Time
Tf
minutes
output
0.0028
300
0.16
N/A
0.11
44.74
1
0.0020
1,796
2
3
4
5
Sum
2,096
IV. Peak Runoff Prediction
Rainfall Intensity at Computed Tc, I =
Rainfall Intensity at Regional Tc, I =
Rainfall Intensity at User -Defined Tc, I =
2.50
0.11
267.73
Computed Tc =
Regional Tc =
User -Entered Tc =
0.80 inch/hr Peak Flowrate, Qp =
4.94 inch/hr Peak Flowrate, Qp =
4.94 inch/hr Peak Flowrate, Qp =
Calculated values for Tc & Qp are based on overide values entered for C & C-5.
312.47
21.64
21.64
19.60 cfs
121.57 cfs
121.57 cfs
Confluence Rational Calcs_Drainage Area C_100 YR PR.xls, Tc and PeakQ 12/6/2023, 1:47 PM
Stormwater Drainage Study
Appendix D: GRASS SWALE CALCULATIONS
Worksheet for Trapezoidal Channel - A
Project Description
Friction Method
Solve For
Manning
Formula
Discharge
Input Data
Roughness Coefficient
Channel Slope
Normal Depth
Left Side Slope
Right Side Slope
Bottom Width
0.045
0.003 ft/ft
12.0 in
4.000 H:V
4.000 H:V
4.00 ft
Results
Discharge
Flow Area
Wetted Perimeter
Hydraulic Radius
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
10.89 cfs
8.0 ft2
12.2 ft
7.8 in
12.00 ft
6.2 in
0.041 ft/ft
1.36 ft/s
0.03 ft
1.03 ft
0.294
Subcritical
GVF Input Data
Downstream Depth
Length
Number Of Steps
0.0 in
0.0 ft
0
GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
0.0 in
N/A
0.00 ft
0.00 ft/s
0.00 ft/s
12.0 in
6.2 in
0.003 ft/ft
0.041 ft/ft
Swale.fm8
11/27/2023
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
FlowMaster
[10.03.00.03]
Page 1 of 1
Worksheet for Trapezoidal Channel - B
Project Description
Friction Method
Solve For
Manning
Formula
Discharge
Input Data
Roughness Coefficient
Channel Slope
Normal Depth
Left Side Slope
Right Side Slope
Bottom Width
0.045
0.003 ft/ft
9.0 in
4.000 H:V
4.000 H:V
2.00 ft
Results
Discharge
Flow Area
Wetted Perimeter
Hydraulic Radius
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
4.03 cfs
3.8 ft2
8.2 ft
5.5 in
8.00 ft
4.6 in
0.047 ft/ft
1.07 ft/s
0.02 ft
0.77 ft
0.277
Subcritical
GVF Input Data
Downstream Depth
Length
Number Of Steps
0.0 in
0.0 ft
0
GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
0.0 in
N/A
0.00 ft
0.00 ft/s
0.00 ft/s
9.0 in
4.6 in
0.003 ft/ft
0.047 ft/ft
Swale.fm8
11/27/2023
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
FlowMaster
[10.03.00.03]
Page 1 of 1
Worksheet for Trapezoidal Channel - C
Project Description
Friction Method
Solve For
Manning
Formula
Discharge
Input Data
Roughness Coefficient
Channel Slope
Normal Depth
Left Side Slope
Right Side Slope
Bottom Width
0.045
0.003 ft/ft
12.0 in
4.000 H:V
4.000 H:V
3.00 ft
Results
Discharge
Flow Area
Wetted Perimeter
Hydraulic Radius
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
9.23 cfs
7.0 ft2
11.2 ft
7.5 in
11.00 ft
6.3 in
0.042 ft/ft
1.32 ft/s
0.03 ft
1.03 ft
0.291
Subcritical
GVF Input Data
Downstream Depth
Length
Number Of Steps
0.0 in
0.0 ft
0
GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
0.0 in
N/A
0.00 ft
0.00 ft/s
0.00 ft/s
12.0 in
6.3 in
0.003 ft/ft
0.042 ft/ft
Swale.fm8
11/27/2023
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA +1-203-755-1666
FlowMaster
[10.03.00.03]
Page 1 of 1
Use by Special Review for a Solar Energy Facility
Oriole Solar, LLC, Starling Solar, LLC (Phase 1) and TBD Solar, LLC (Phase 2)
Parcel ID No. 079909100010 & 079904400006
DEVELOPMENT STANDARDS STATEMENT
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC, are a Colorado limited liability company, is pleased to
present our application for a Use by Special Review for three Solar Energy Facilities ("SEF") on property owned
by Cornish Plains Livestock LLLP. The Oriole Solar, LLC is located on Parcel ID No. 079909100010 which is in part
of the W/2NE/4 of Section 9, Township 6 North, Range 63 West of the 6th P.M. in Weld County, CO. Oriole
Solar, LLC is proposing a 7,000 kW AC (8,003 kW DC) SEF which will occupy approximately 31.71 acres on the
W/2NE/4 quarter of the roughly 49.93 -acre parcel. The Starling Solar, LLC and the TBD Solar, LLC are located
on Parcel ID No. 079904400006 in the SE/4 of Section 4, Township 6 North, Range 63 West of the 6th P.M. in
Weld County, CO. Starling Solar, LLC (Phase 1) is proposing a 5,000 kW AC (6,043 kW DC) SEF which will occupy
approximately 27 acres on the NE/2SE/4 of the roughly 155 -acre parcel. The TBD Solar, LLC (Phase 2) is
proposing a 5,000 kW AC (6,047 kW DC) SEF which will occupy approximately 23.52 acres on the SE/SE/4 of
the roughly 155 -acre parcel.
The current zoning on the parcel is Agricultural (A), however the parcel currently sits as vacant rangeland
ground.
The total 17,000 kW -AC projects will use standard photovoltaic technologies that have been proven safe and
effective through deployment across the United States in thousands of utility or commercial -scale solar
developments. The solar panels are mounted to single -axis tracking arrays, which sit parallel to the ground and
follow the path of the sun across the sky. The panels face east in the morning, lay flat at noon, and face west in
the evening. The tracking arrays produce DC current, which is converted into AC current by inverters for
synchronization and delivery of energy into the utility's distribution grid at a utility transformer. The modules
utilize a non -reflective glass which eliminates glare concerns and all electrical cables on the improved area will
be buried, except for the 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, switch yards, and circuits voltages greater than 34.5 kilovolts (where necessary.) There will be no
permanent employees on site during operation, and maintenance visits are expected to occur quarterly on
average.
The appearance of the solar arrays is uniform and symmetrical. Solar panels will not exceed ten (10) feet in
height above the grade, at maximum tilt. The facility will be constructed in accordance with IBC 2021 and NEC
2020 and will be surrounded by an 8' high game fence made of 4' X 4" reinforced mesh. All setbacks are in
accordance with the development standards and are identified on T.100 of the Sketch Plan. Fence details are
on page C.102 of the Sketch Plan. The landowners of adjacent parcels sharing borders with the project parcel
will also be notified. Please see the enclosed Buffer Report and an example Neighboring Landowner Notice
Letter for details.
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will use historic access for these SEFs off HWY 392 and
will therefore need to cooperate with CDOT for traffic analysis and an access permit. The access turns north off
HWY 392 and is located approximately 0.035 miles north of the intersection WCR 67 and HWY 392. This access
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
„iv
Sur Share
COMMUNITY 5OIA.L
41111
010 itt„1/4
road has historically been used by the landowner, Cornish Plains Livestock LLLP, for ranching and farming
purposes. The road will be used for commercial purposes following the approval of the proposed SEFs. The
entrance to the site will include a 20' wide all-weather access driveway with an acceptable alternative to a
hammerhead turnaround.
The project sites have no areas of extreme sloping and will not require any grading work. The SEFs will abide
by all dust mitigation standards laid out by the County, as described in our Dust Mitigation Plan.
The soil of the projects area is classified as Type C and may require the addition of a detention pond onsite to
aid in runoff management. The projects are not located within any FEMA designated Special Flood Hazard
Areas. The Stormwater Management shall be addressed via the attached Surface Drainage Analysis.
Conceptual design details can be found in the enclosed Sketch Plan.
The operational life of an SEF is generally between 20-40 years. The SEF has an initial 20 -year contract with
Public Service Company of Colorado (Xcel) to sell power into the Xcel Electric grid, and the major equipment
components have warranty options for up to 30 years, with a useful life of 35-40 years. Upon
decommissioning, Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will entirely remove all SEF
components (fencing, steel racking, cabling, solar panels, and associated interconnection equipment) and
undertake measures to restore the land to its original state, as addressed in the attached Decommissioning
Plan.
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC will obtain all required permits and approvals, including
utility interconnection agreements, prior to commencing construction. The project engineers and general
contractor will be made up of local experienced individuals licensed in Colorado, who will ensure that all
required codes and standards are followed throughout the design and construction. The projects will comply
with all applicable provisions in the Weld County Code. Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC
look forward to working with Weld County to successfully complete this proposed development and bring the
benefits of community solar energy to the County.
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
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Sur Share
COMMUNITY 5OIA.L
FOR COMMERCIAL OR INDUSTRIAL BUILDINGS,
PLEASE COMPLETE THE FOLLOWING INFORMATION:
Business Name:
Address:
Business Owner:
Home Address:
Oriole Solar, LLC, Starling Solar, LLC, TBD
1724 Gilpin Street, Denver, CO 80218
SunShare LLC
N/A
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
Corrina Kumpe
TITLE
COO
PHONE
862-571-3162
808-793-0786
80218
N/A
N/A
ADDRESS
1724 Gilpin Street, Denver, CO 80218
Business Hours: 7am to 5pm
UTILITY SHUT OFF LOCATIONS:
Main Electrical:
Gas Shut Off:
Days: Mon -Sun
TBD at Point of Common Coupling, Utility Meter
N/A
Exterior Water Shutoff: N/A
Interior Water Shutoff: N/A
07/22
12
Use by Special Review - Solar Energy Facility
Questionnaire for Oriole Solar, LLC, Starling Solar, LLC (Phase 1),
TBD Solar, LLC (Phase 2),
PID 079909100010 & 079904400006
Enclosed please find a list of possible entities with ownership or operation rights on the property. It is
likely that several of these entities are no longer applicable and have merged with, or been acquired
by, other entities on the list.
Board of County Commissioners
1150 0 Street
Greeley, CO 80632
Chevron Corporation (Noble Energy)
2115 11Th Ave
Greeley, CO 80634
CDOT
10601 W 10th Street
Greeley, CO 80634
1724 Gilpin Street, Denver, CO 80218 ® info@mysunshare.com • 800.793.0786 • MYSUNSHARE.COM
aSur Share
COMWONITY 5OIA.L
August 24, 2023
Chris Gatham
Weld County Department of Planning Services
1555 N. 17th Avenue
Greeley, Colorado 80631
Re: USR Permitting Application for a Solar Energy Facility, Oriole Solar, LLC, Starling Solar, LLC and
TBD Solar, LLC
Dear Planner,
I'm writing to you today concerning the SEFs proposed by Oriole Solar, LLC, Starling Solar, LLC and
TBD Solar, LLC for Weld County Parcel's 079909100010 & 079904400006. I am the owner of these
parcels and wish to express my support for this project.
I have been a resident of Weld County for since 1972, and I, along with my family, we have never
farmed this land, but have used this land for grazing cattle (livestock production). I have elected
to lease my land to Oriole Solar, LLC and Starling Solar, LLC to house their Oriole and Starling
solar projects.
As a farmer in Weld County, I was particularly interested in leasing my land for this project as it
presented a good economic opportunity on lands that I no longer graze cattle on.
I have been working with Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC since 2022 and
have confidence in their ability to deliver a safe and effective solar array. They have worked
diligently to learn about the land, the challenges it presents, and the County requirements that
they will need to meet. I also have confidence in their ability to work well with, and honor the
best interests of, their landowners, such as myself. They will own and operate the solar array's
for its entire lifecycle and through decommissioning, which offers me peace of mind as the lessor
of the land. I know that Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC are invested in the
projects and will have continued high standards for site maintenance and land stewardship.
I look forward to the development of this project and the continued relationship between
myself,
Oriole Solar, LLC, Starling Solar, LLC and TBD Solar, LLC and the County. Thank you for your time.
Sincerel I ,
Ben Brown, Plains Livestock, LLLP
Weld County Treasurer
Statement of Taxes Due
Account Number R2587003 Parcel 079909100010
Assessed To
CORNISH PLAINS LIVESTOCK LLLP
4106 ABB1NGTON TER
COLUMBIA, MO 65203-8880
Legal Description Situs Address
PTNE4 9-6-63 DESC AS ALL THAT PT LYING N & W HWY 392 EXC UPRR RES ALSO EXC OG&M (7.50 WELD
LAKE)
Year Tax
Tax Charge
Interest Fees
Payments Balance
2022 $7.32
$0.00 $5.00
($12.32) $0.00
Total Tax Charge
$0.00
Grand Total Due as of 07/26/2023 $0,00
COLLECT $5 00
Tax Billed at 2022 Rates for "Tax Area 0737 - 0737
Authority
WELD COUNTY
SCHOOL DIST RE7
GALETON FIRE
AIMS JUNIOR COLLEGE
HIGH PLAINS LIBRARY
WEST GREELEY CONSERVATION
Taxes Billed 2022
Credit Levy
Mill Levy
15 0380000*
9.5530000
4,0000000*
6.3070000
3 1810000
0,4140000
Amount Values
$2 87 AG -GRAZING LAND
$1 8 ! Total
$0 76
$l 20
$0 60
$0,08
38 4930000 $7 32
Actual Assessed
$722 $190
$722 $190
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
slat ego,ao-
f
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
xes related to this parcel have been paid in full.
Date:
f
1400 N. 17th Avenue, Greeley, CO 80631. PO Box 458, Greeley, CO 80632. (970) 400-3290 Page 1 of 1
Weld County Treasurer
Statement of Taxes Due
Account Number 82586503
Assessed To
Parcel 079904400006
CORNISH PLAINS LIVESTOCK LLLP
4106 ABBINGTON TER
COLUMBIA. MO 65203-8880
Legal Description
_SE4 4-6-63 EXC ALL THAT PT LYING S & E OF HWY 392 EXC UPRR RES ALSO EXC OG&M
Year
Tax Interest
Fees
Sims Address
WELD
Payments
Balance
Tax Charge
2022
$31.96 $000
$0.00
($31.96)
$0.00
Total Tax Charge
Grand Total Due as of 07/26/2023
$0.00
$o.00
Tax Billed at 2022 Rates for Tax Area 0737 - 0737
Authority
WELD COUNTY
SCHOOL DIST RE7
GALETON FIRE
AIMS JUNIOR COLLEGE
HIGH PLAINS LIBRARY
WEST GREELEY CONSERVATION
Taxes Billed 2022
* Credit Levy
Mill Levy
15,0380000*
9.5530000
4.0000000`
6,3070000
3.1810000
0,4140000
38,4930000
Amount Values
$12 49 AG -GRAZING LAND
$7 93
$3 32
$5 24
$2.64
$0 34
$31 96
Total
Actual
$3.162
Assessed
$830
$3,162
$830
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
J., _
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:
j
Date: 01 1 At 17,023
1400 N. 17th Avenue, Greeley, CO 80631. PO Box 458, Greeley, CO 80632_ (970) 400-3290 Page 1 of 1
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