SW7130201_HISTORICAL FILE_20210729

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�Qa�
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director '
NORTH CAROLINA
Environmental Quality
July 29, 2021
Atlantic Wind, LLC
Attention: W. Benjamin Lackey, Authorized Signatory
1125 NW Couch St., Suite 700
Portland, OR 97209
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7130201
Desert Wind — 0 & M Building and Substation Facilities
Perquimans County
Dear Mr. Lackey:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7130201 for a stormwater treatment system consisting of an
infiltration basin to serve a proposed 0 & M Building and Substation Facilities located in
Perquimans County, North Carolina expired on April18, 2021. This is a reminder that
permit renewal applications were due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
If you wish to maintain this permit, please submit a completed permit renewal
application along with a $505.00 fee for permit renewal. Permit application forms for
renewal can be found on our website at: https://deq.nc.gov/about/divisions/energy-
mineral-and-land-resources/stormwater/stormwater-program/post-construction-2. North
Carolina General Statutes and the Coastal Stormwater rules require that this property
be covered under a stormwater permit if the project is built. Failure to maintain a permit
subjects the owner to assessment of civil penalties. If this project has not been built and
you do not wish to maintain the permit, please advise.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpeCa)ncdenr.gov.
Sincerely,
,Vr_* 02 Yi
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, North Carolina 27889
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252.946.6481

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LETTER OF
TRANSMITTAL
FISHERASSOCIATES
135 Calkins Road, Suite A • Rochester, NY 14623 • Phone: [phone] • Fax: SBS-334-1361 • www.fisherassoc.com
ATTN: Scott Vinson
Or: NCDENR
943 Washington Square Mall
Washington, NC 27889
DATE: February 21 2013
FA#: 110003
D#:
RE: Desert Wind permitting PIN#:
WE ARE SENDING YOU THE FOLLOWING ITEMS:
® ATTACHED ❑ UNDER SEPARATE COVER
VIA: ❑ U.S. MAIL
® OVERNIGHT DELIVERY
❑ COURIER
❑ POSITIVE COPIES
❑ MYLARS
❑ PRINTS
❑ OTHER
❑ ORIGINAL DRAWINGS
❑ VELLUMS
❑ DISKETTES
COPIES
DRAWING No.
DATE
DESCRIPTION
Stormwater Permit Application for Plan Sheets 1-18
Stormwater Permit Application for Interconnect Facility
Stormwater Permit Application for O&M and Substation Facilities
5�
2°r
REMARKS:
Sincerely,
COPIES: FISHER ASSOCIATES, P.E., L.S., P.C.

Vinson, Scott
From: Steve Wilkinson [[e-mail]]
Sent: Thursday, February 07, 2013 8:44 AM
To: Vinson, Scott
Cc: Hardison, Lyn
Subject: Re: Desert Wind - 3 NC State Stormwater Permit Applications
Attachments: O-M - Substation Stormwater Application - 2012 signed.pdf, Interconnect Stormwater Application - 2012 signed.pdf
Scott/Lyn,
Sorry for the inconvenience. I have the Interconnect and O&M/Substation applications signed, but not the Basin
agreements or the PL 1-18 agreements. Will probably need a few more days for those. Attached are copies of what is
signed, and we can get the originals to you.
Thanks "'I!aD
Steve
F E B 1 2013
>>> "Vinson, Scott" <scott.vinson(@ncdenr.gov> 1/29/2013 11:35 AM >>> Steve, v YQ-flARO
I received you voice mail stating that you and Atlantic Wind, LLC (lberdrola) are working on getting us the original
signed copies of the application for the Access Road application, but could you give me a time frame for when it is
believed to be here? Also, we have the other two application packages for the Interconnections Substation Facility and
the 0&M & Substation Facility also without signed application forms. I assume you are also working on getting these
two applications signed along with their corresponding signed Stormwater Infiltration Basin Operation & Maintenance
agreements as well? Do you know if all three applications will come in together or separately? We cannot actively
receive, enter and process the applications packages until the signed forms come in.
Sincerely,
Scott
SCOTT VINSON
NCDENR-DWQ
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
OFFICE:[phone]
DIRECT:[phone]
Before printing this email, please consider your budget and the environment.
*8-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties unless the content is exempt by statute or other regulation.

t
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality FEB 7 2013
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm may be photocopied for use as an original � fa A F
1. GENERAL INFORMATION DVY �rtr
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Desert Wind - O & M Building and Substation Facilities
2. Location of Project (street address):
City:
County: Perquimans
3. Directions to project (from nearest major intersection):
Heading south on Turnpike Road from Route 158 (8 Miles), turn left onto private road railroad bed, after 4
miles turn left on Forman Road, Site is located 220 feet on the left.
4. Latitude: 360 17' 58.8" N Longitude: 76' 25' 14.2" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tReneruals eaith modifications also requires SWU-102 — Renerual Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 8.77 ac of Disturbed Area
❑NPDES Industrial Stormwater 91404/401 Permit: Proposed Impacts
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part Vl: http://portal.ncdenr.org/web/wq/ws/su/statesw/rules laws
Form SWU-101 Version 06Aug2012 Page I of

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc, who owns the project):
Applicant/Organizatiorr Atlantic Wind, LLC
Signing Official & Title: Erik Lallum, Vice President, Engineering and Construction
b.Contact information for person listed in item la above:
Street Address:2 Radnor Corp. Ctr Suite 200, 100 Matsonford Road
E
C';w- Radno�'J 1 i State: PA Zin: 19087
Mailing Address (if applicable):
City:
Phone: ( 484 1 654-1890
State: Zip:
Fax: (484 ) 654-1069
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
© Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a;copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: See project lease information provided under separate cover
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
i
Phone: ( 1
Email:
State: Zip:
Fax: (
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City:_
Phone:
4. Local jurisdiction for building permits:
State: Zip:
Fax:
Point of Contact: Phone #:
I
Form SWU-101 Version 06Aug2012 Page 2 of

j. . iV. ' PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from new impervious areas will drain to proposed infiltration basin on the northwest side of the site.
A spillway in the basin will control the discharge into the existing adjacent ditch.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 8.77 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':8.77 acres
Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
betroeen the barks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 79 64 %
9. I -low many drainage areas does the project have?_ (For high density, count 1 for each proposed engineered
stonrrroater BMP. For tow density and other projects, use 1 for the rohole property area)
10, Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area _
Drainage Area _
Draina e Area _
Drainage Area _
Receiving Stream Name
Perquimans R.
Stream Class *
C; Sw
Stream Index Number *
30-6-(1)a
Total Drainage Area (so
382,196
On -site Drainage Area (sf)
382,196
Off -site Drainage Area (sf)
10
Proposed Impervious Area** (so
1304,367
Impervious Area** total
79.64
Impervious** Surface'Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
7280
On -site Streets (so
0
On -site Parking (sf)
295,294
On -site Sidewalks (so
1793
Other on -site (sf)
0
Future (so
0
Off -site (sf)
10
Existing BUA*** (sf)
10
Total (so:
1304,367
Stream Class and Index Number can be determined at: htty://Uortal.ncdenr.oryAi,eb/wr7/ps/csu/classihcations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will rennin after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version 06Aug2012 Page 3 of

11. Flow was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Ojj<ce staff to check if the project is located within a Threatened &
Endangered Species watershedl,that tnay be sub ect to more stringent stormwater requirements as per 15A NCAC 0213.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bap-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wg/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.ore/web/wg/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.ore/web/wq/ws/su/statesw/fOrms_Liocs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
WJM
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
N/A
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
WJM
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
WJM
http://www.envhelp.org/pages/onestopexpress.litml for information on the Express program
and the associated fees. ; Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
WJM
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
WJM
receiving stream drains1to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
WJM
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
WiM
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with hearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Forn1SWU-101 Version06Aug2012 Pa�e4of6

Copy of any applicable soils report with the associated SHWT elevations (Please identify WJM
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit far DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: NIA
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC W,1M
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp://www.secretai,y.state.nc.us/Corporations/CSearch.,,ispx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:/ / portal.nctlenr.org/web/wq/ws/su/statesw/forms_docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Steven Wilkinson
Consulting Firm: Fisher Associates
Mailing Address: 135 Calkins Road
City: Rochester
Phone: (585 ) 334-1310
NY
14623
Fax: ( 585 ) 334-1361
IX. PROPERTY OWNER AUTHORIZATION (if Contact information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact information, item 1n) Erik Latium with (print or type nnrne of organization listed in
Contact information, item In) Atlantic Wind. LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 of

As the legal property owner,I acknowledge, understand, and agree by my signature below, that if my designated .r
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately anti submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expi
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, itea 1a)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
i
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 06Aug2012 Page 6 of

FISHERASSOCIATES
January 25, 2012
Lyn Hardison
One -Stop Permitting Coordinator
NCDENR Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Desert Wind Project
Pasquotank and Perquimans Counties
North Carolina
Dear Lyn:
13S Calkins Road
Rochester, NY 14623
Phone: [phone]
Fax: [phone]
w Jisherassoc.com
RECEIVED
F E B 7 2013
D V Q-W/'"' RO
The enclosed submittal materials are for the Stormwater and Erosion Control Permits for the Operations &
Maintenance (O&M) and Substation Facilities portion of the proposed wind farm project.
The O & M and Substation Facilities are an 8.8-acre site located in the central portion of the overall project. The site is
currently used as farm land. The proposed improvements will create an additional 7.0 acres of impervious area within
this section of the project.
The O & M Building site will consist of a 4.8-acre gravel storage yard and 7280-sf building wrapped with concrete
sidewalk and door aprons. The site's surface will be constructed using geotextile material placed over the existing
ground with gravel base course placed over the geotextile. The site will be enclosed with security fencing and gates.
The project will employ approximately 5-10 full and/or part-time people who will utilize this site for material and part
storage, mechanical shop, and offices.
The 2-acre substation facility includes a step-up substation taking power from the project and transferring it to another
proposed substation that will be connected to the existing overhead transmission lines. The substation will use standard
components consisting of steel structures, transformers, foundations and small control buildings. The site's surface will
be constructed using geotextile material placed over the existing ground with washed stone fill placed over the
geotextile. The site will also be enclosed with security fencing and gates.
Erosion control measures include stabilized construction entrances, silt fence around the perimeter of the site, and
rock check dams in the existing channels during construction. At the request of the local farmers and landowners,
temporary and permanent soil stabilization will consist of wheat straw and fescue grass seed only to reduce the potential
of unwanted vegetation.
For stormwater management, an infiltration basin is proposed to collect run-off from both sites and then discharge
overflows to the local drainage channel through a rip -rap reinforced spillway. The basins were designed in accordance
with NCDENR standards and checklist except for the 2-foot required clearance between the bottom of the basin and the
seasonal high groundwater elevation. The proposed clearance is 1.5 feet which will not negatively impact the
groundwater or basin's function. The basins will be completed by the contractor after stabilization of the O&M and
substation sites. The developer will then be responsible for maintenance of the basins.

Deert Wind
January 25, 2012
Page 2
The documents being submitted include the following:
➢ Plan Set — 4 copies
➢ Infiltration Basin Sizing calculations for the Northwest Basins — 4 copies of each
➢ Soil Scientist Report (Hydraulic Conductivity Testing) for all three major sites — 4 copies
➢ Financial Responsibility/Ownership Form
➢ Stormwater Management Permit Application(signed copy to follow)
➢ Erosion and Sediment Control Checklist
➢ Stormwater permit fee check - $505
➢ Erosion and Sediment Control permit fee check - $585
These documents were previously submitted with the first submittal of Laydown Yard:
➢ Impervious Area Master Plan — distinguishing between improved existing and new impervious areas
➢ NCDENR On -Site Stream Determination
➢ Express Review Submittal Master Plan — approximate limits and project elements included for each individual
submittals
➢ Copy of all fled landowner lease agreements providing permission to submit plans on behalf of the landowner
Thank you for your attention to this project. Please let us know if there is anything we can do to help expedite your
review.
Sincerely,
FISHER ASSOCIATES, P.F.., L.S., P.C.
Steven D. Wilkinson
Project Engineer
C: Walter Meisner, Iberdrola Renewables
110003

North Carolina Secretary of State
Page I of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh. NC 27626.0622 (9/9)W-20M
Date: 11/42011
Click here to:
View Document Filings I Sign Up for E-Notifications I
Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name Name Type
INC ATLANTIC WIND LEGAL
LLC
Limited Liability Company Information
SOSID:
1124722
Status:
Current -Active
Effective Data:
11/202009
Dissolution Data:
Annual Report Due
Date:
Citizenship:
FOREIGN
State of Inc.:
OR
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: CT CORPORATION SYSTEM
Office Address: 150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Mailing Address: 150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Principal Office
Office Address: 1125 NW COUCH ST., SUITE 700
PORTLAND OR 97209
Mailing Address: 1125 NW COUCH ST., SUITE 700
PORTLAND OR 97209
Officers
Title: MEMBER
Name: IBERDROLA RENEWABLES, INC.
Business Address: 1125 N.W. COUCH ST., SUITE 700
PORTLAND OR 97209
RE7CFI ED
FEB 7 2013
DWQ-WAR®
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1421
httD://www.secretarv.state.nc.us/corporations/Corr).aSDX?Pitemld=9259497 11 /4/2011

LJ
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM FEB 5 2013
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covere %''e t" ef�r�t�i
form and an acceptable erosion and sedimentation control plan have been complet nib EH�b �ij ARO
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
Project Name Desert Wind - O&M Building and Substation Facilities
2. Location of land -disturbing activity: County Perquimans City or Township
Highway/Street Latitude36.29967 Longitude76.420611
3. • Approximate date land -disturbing activity will commence: January 1, 2013
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Wind Farm
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 8.77 ac
6. Amount of fee enclosed: $ 585 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Walter Meisner E-mail Address`[e-mail]
Telephone[phone] Cell# 484-535-1138
Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
See project lease information under separate cover
Name Telephone
Current Mailing Address
City State Zip
10. Deed Book No. Page
Part B.
Fax Number
Current Street Address
— ----- -- U 0 d E
--
City to
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Atlantic Wind, LLC
Name
2 Radnor Corp. Ctr Suite 200,
100 Matsonford Rd.
Current Mailing Address
Radnor
City
PA 19087
Address
Current Street Address
State Zip City
Zip
Telephone[phone] Fax Number484-654-1069

�.
u . xL '6s>

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Lincoln Philips - Reg. Construction Manager
Name
602 Neuse Ridge Dr.
Current Mailing Address
[e-mail]
E-mail Address
Current Street Address
Clayton NC 27527
City State Zip City State Zip
Telephone [phone]
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation,, give name and street address of the Registered Agent:
CT Corporation System
Name of Registered Agent
150 Fayetteville St., Box 1011
Current Mailing Address
Raleigh NC 27601
City State
TalPnhnna 919-821-7139
E-mail Address
Current Street Address
Zip City
Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
V- L�A[(L-tvv\_
hk44VtLV "\jT A &j �ZSY,t +Mjl A
Title or Authority
Date
I, J MIA'It, k a Notary Public of the County of
POki Vkcsy tV AL AA 0\
State of Neohr�arOtifia hereby certify that �� k V- �& WAW\ appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this q day of Di f t 1M 19ff , 20 12—
COMMONWEALTH OF PENNSYLVANIA
NOTARIAL SEAL NV
JAM§ MITE, Notary Public
Radni .. Delaware County
My Commission Expires September 26, 2015 My commission expires

& M BUILDING/
'f

STORM WATER MANAGEMENT CALCULATIONS
FOR
O & M AND SUBSTATION FACILITIES
AT THE DESERT WIND PROJECT
Perquimans County
North Carolina
Owner/Operator:
Iberdrola Renewables, Inc.
201 King of Prussia Road, Suite 500
Radnor, PA 19087
Published: November 28, 201 1
Prepared By:
FISHERAC�En0[:1AT .En"
Rozic;, NY 7.ACi2 .
Phnrt5' 5'F5-3 4.-1310
FA No.: 110003
Rk EIVED
F E B 7 2013
DWQ VARO

Permit No.
(to be provided by DWQ)
O=gyp WArf;y
®�uy
`, STORMWATER MANAGEMENT PERMIT APPLICATION FORM o -
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project Name Desert Wind Substation and 0 & M Building Site- Northwest Drainage
Contact Person
Phone Number
Date 11/7/2011
Drainage Area Number Northwest
Ill.,DESIGN INFORMATION ' I. ^'
Site Characteristics
Drainage area
382,195.73
ff2
Impervious area
304,366.36
ttz
Percent impervious
79.64
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.10
in
1-yr, 24-hr intensity
0.13
inthr
Pre -development 1-yr, 24-hr discharge
- 17.47
fl'/sec
Post -development 1-yr, 24-hr discharge
30.58
ft'/sec
Pre/Post 1-yr, 24-hr peak flow control
13.11
ft'/sec
Storage Volume: Non -SA Waters
Minimum design volume required
36,627.00
fl'
Design volume provided
47,224.00
ft' OK for non -SA waters
Storage Volume: SA Waters
1.5' runoff volume W
Pre -development 1-yr, 24-hr runoff volume ft'
Post -development 1-yr, 24-hr runoff volume ft'
Minimum required volume fl'
Volume provided ft'
Soils Report Summary
Soil type
Portsmouth Loam
Infiltration rate
1.00
in/hr
SHWT elevation
10.20
fmsl
Basin Design Parameters
Drawdown time
5.00
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
11.70
fmsl Raise basin bottom, Must be at least 2-ft above SHWT
Storage elevation
13.00
fmsl
Storage Surface Area
38,949.55
f'
Top elevation
13.00
frnsl
Basin Bottom Dimensions
Basin length
it
Basin width
It
Bottom Surface Area
33,707.76
ff2
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
2.00 ac-in
Y (YorN)
N (YorN)
Y (YorN)
Y (Y or N)
OK
OK
Need a recorded drainage easement
OK
OK
Form SW401-Infiltration Basin-Rev.5 I Mpr2011 Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
III:",REQUIRED!ITEMS CHECKLIST ; '.?>r ''n '' `r:..� 1 Zhf ' 4 .
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional Information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
5 -a }
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
?13
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
N/A
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
S f✓
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
S�f✓
4% lri rj
6. A construction sequence that shows how the infiltration basin will be protected from sediment until the
entire drainage area is stabilized.
S w
7. The supporting calculations.
WJM
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
I�ZL
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basln-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

1S
Northwest Dr6(nage
Area
1R
Total Site Runoff
Subcat Reach on Llnk

Existing Type 11 24-hr 1-YearRainfal1=3.09"
Prepared by {enter your company name here) Printed 11/15/2011
Summary for Subcatchment 1S: Northwest Drainage Area
Runoff = 17.47 cfs @ 12.02 hrs, Volume= 0.879 af, Depth> 1.20"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs
Type II 24-hr 1-Year Rainfall=3.09"
Area (sf) CN Description
382,196 80 Small grain SR + CR Good HSG C
382,196 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (fuft) (ft/sec) (cfs)
10.0 Direct Entry,

Existing Type 1124-hr 1-Year Rainfall=3.09"
Prepared by (enter your company name here} Printed 11/15/2011
HydroCAD® 10.00 s/n 04748 @ 2011 HydroCAD Software Solutions LLC Page 3
Summary for Reach 1 R: Total Site Runoff
[40] Hint: Not Described (Outflow=Inflow)
Inflow Area = 8.774 ac, 0.00% Impervious, Inflow Depth > 1,20" for 1-Year event
Inflow = 17.47 cfs @ 12.02 hrs, Volume= 0.879 of
Outflow = 17.47 cfs @ 12.02 hrs, Volume= 0.879 af, Atten= 0%, Lag= 0.0 min
Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs

1S
Northwesi Drainage
Northwest Infilt %tion
Basin
Total Site
Subcat Reach on Link

Proposed Type1124-hr 1-Year Rainfall=3.09"
Prepared by (enter your company name here) Printed 11/15/2011
HydroCAD® 10.00 s/n 04748 @ 2011 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment 1S: Northwest Drainage
Runoff = 30.58 cfs @ 12.01 hrs, Volume= 1.782 af, Depth= 2.44"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs
Type II 24-hr 1-Year Rainfall=3.09"
Area (sf) CN Description
304,366
96
Gravel surface, HSG C
38,950
98
Water Surface, HSG C
38,880
74
>75% Grass cover, Good HSG C
382,196
94
Weighted Average
343,246
89.81 % Pervious Area
38,950
10.19% Impervious Area
Tc Length
Description
10.0 Direct Entry,
Summary for Reach 1 R: Total Site
[40] Hint: Not Described (Outflow=Inflow)
Inflow Area = 8.774 ac, 10.19% Impervious, Inflow Depth = 2.43" for 1-Year event
Inflow = 14.76 cfs @ 12.14 hrs, Volume= 1.774 of
Outflow = 14.76 cfs @ 12.14 hrs, Volume= 1.774 af, Atten= 0%, Lag= 0.0 min
Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs
Summary for Pond 1 P: Northwest Infiltration Basin
Inflow Area = 8.774 ac, 10.19% Impervious, Inflow Depth = 2.44" for 1-Year event
Inflow =
30.58 cfs @
12.01 hrs,
Volume=
1.782 of
Outflow =
14.80 cfs @
12.14 hrs,
Volume=
1.782 af, Atten= 52%, Lag= 8.0 min
Discarded =
0.04 cfs @
12.14 hrs,
Volume=
0.008 of
Primary =
14.76 cfs @
12.14 hrs,
Volume=
1.774 of
Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.05 hrs
Peak Elev= 12.37' @ 12.14 hrs Surf.Area= 36,368 sf Storage= 23,546 cf
Plug -Flow detention time= 51.4 min calculated for 1.781 of (100% of inflow)
Center -of -Mass det. time= 51.8 min ( 840.6 - 788.7 )
Volume
Invert Avail Storage
Storage Description
#1
11.70'
47,183 cf
Infiltration (Irregular) Listed below (Recalc)
Elevation
Surf.Area
Perim.
Inc.Store
Cum.Store Wet.Area
(feet)
(sq-ft)
(feet)
(cubic -feet)
(cubic -feet) (sq-ft)
11.70
33,702
1,315.5
0
0 33,702
13.00
38,950
1,346.8
47,183
47,183 40,555

Proposed Type1124-hr 1-Year Rainfall=3.09"
Prepared by {enter your company name here} Printed 11/15/2011
HydroCAD® 10.00 s/n 04748 © 2011 HydroCAD Software Solutions LLC Page 3
Device Routing Invert Outlet Devices
#1 Primary 11.70' 10.0' long x 16.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
#2 Discarded 11.70' 0.500 in/hr Exfiltration over Surface area above 11.70'
Conductivity to Groundwater Elevation = 10.20'
Excluded Surface area = 33,702 sf
Discarded OutFlow Max=0.04 cfs @ 12.14 hrs HW=12.37' (Free Discharge)
L2=Exfiltration ( Controls 0.04 cfs)
Primary OutFlow Max=14.70 cfs @ 12.14 hrs HW=12.37' (Free Discharge)
L1=Broad-Crested Rectangular Weir (Weir Controls 14.70 cfs @ 2.19 fps)