SW7111201_CURRENT PERMIT_20111212

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 76l O
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o�
YYYYMMDD

,.MIKA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 12, 2011
Mr. Erik Lallum, Managing Director, Construction
Atlantic Wind, LLC
201 King of Prusia Road, Suite 500
Radnor, PA 19087
Subject: Stormwater Permit No. SW7111201
Desert Wind — Temporary Laydown Facility
High Density Commercial Project
Perquimans County
Dear Mr. Lallum:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Desert Wind —Temporary Laydown Facility on December 1, 2011. Staff review
of the plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW7111201 dated December 12, 2011, for the construction of
the subject project.
This permit shall be effective from the date of issuance until December 12, 2021, nd shall be
subject to the conditions and limitations as specified therein. ial-a tention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Sincerely,
i
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/ sd: K:\WQS\STORMWATER\SD\SW7111201
cc: Steven Wilkinson, Fisher Associates (135 Calkins Road, Rochester, NY 14623)
Perquimans County Building Inspections
,/Washington Regional Office
North Carolina Division of Water Quality Internet: vvv v.ncwaterqualitv.ore
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
7�TOne
1 orth Carolina
An Equal OpportunitylAffrmative Action Employer -50%Recycled110% Post Consumer Paper
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State Stormwater Management Systems
Permit No. SW7111201
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Atlantic Wind, LLC
Desert Wind — Temporary Laydown Facility
Perquimans County
FOR THE
construction, operation and maintenance of two sediment basins in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 12, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 757,649 square feet of temporary impervious
area.
All temporary built -upon area that is not shown on the approved stormwater plan
as a permanent built -upon area, and that is shown on the approved
Sedimentation Erosion Control plan, shall be removed and the area restored to a
vegetated state when that area is no longer needed, or prior to final inspection
per the requirements of the approved Sedimentation Erosion Control plan, or
within 30 days of project completion, whichever occurs first.
4. The tract will be limited to the amount of temporary built -upon area indicated in
Section I. of this permit, and per approved plans.
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all.such required easements, in accordance with the
approved plans.
6. The runoff from all temporary built -upon area within the permitted drainage area
Page 2 of 5

State Stormwater Management Systems
Permit No. SW7111201
of this project must be directed into the permitted stormwater control system.
7. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
8. The following design criteria have been provided in two sediment basins
a.
Drainage Area, ftz:
884,264
b.
Total Impervious SurfacTs, ft2:
757,649
C.
Min. Volume required, ft :
31,320
d.
Permitted Storage Volume, ft3:
61,225
e.
Receiving Stream/River Basin:
Perquimans River/Pasquotank Basin
f.
Stream Index Number:
30-6-(1)
g.
Classification of Water Body:
"C;Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
Page 3 of 5

State Stormwater Management Systems
Permit No. SW7111201
and prior to occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW7111201
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until December 12, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and. must be accompanied by the processing fee.
Permit issued this the 12th day of December, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7111201
Page 5 of 5

r� ►
CYII 0=QQ DWQ USE ONLY
'Date
I Fee Paid Gam' ytp '1
Permit Number
nor n 1 9 it
a C� < �ur��
vJ (7v
Applicable Rules: ❑ Coastal SW -1995 ❑Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that n�pply�)�,O�Na n-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
O Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
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 - Temporary Laydown Facility
2. Location of Project (street address):
City: County:Perouimans Zip:
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 existing farm lane Site is located 600 feet on the left
4. Latitude:360 18' 5" N Longitude:760 25' 19" W of the main entrance to the project.
11. PERMIT INFORMATION
1. a. Specify whether project is (check one): ®New ❑Modification
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):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 20.3 ac of Disturbed Area
Z404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Fonn SWU-101 Version 07Jun2010 Page 1 of

III. CONTACT INFORMATION
I. 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/Organization:Atlantic Wind, LLC
Signing Official & Title:Erik Lallum, Managing Director, Construction
b.Contact information for person listed in item 1a above:
Street Address:201 King of Prussia Road, Suite 500
City:Radnor State:PA Zip:19087
Mailing Address (if applicable):
State:
Phone: (484 ) 654-1869 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 proiect lease information provided under separate cover
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
State:
Mailing Address (if applicable):
City:
Phone: ( ) 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 Person/Organization:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
Phone:
4. Local jurisdiction for building permits:
Point of Contact:
State:
Fax: (_ )
Phone #:
Form SWU-101 Version 07Jun2010
Page 2 of 6
6io

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from new temporary impervious areas will discharge to temporary sediment basins on the north and
south sides of the site. A flashboard riser structure in each basin will control the discharge into the existing
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 11 - Post Construction
3. Stormwater runoff from this project drains to the Pasguotank River basin.
4. Total Property Area: 20.3 acres
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':20.3 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHIM 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.
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole 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
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Perquimans R.
Stream Class *
C; Sw
Stream Index Number *
30-6-(1)a
Total Drainage Area (so
884,264
20.
On -site Drainage Area (so
884,264
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
757,649
Impervious Area*' total
86
Impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
0
On -site Streets (so
0
On -site Parking (so
757,649
On -site Sidewalks (so
0
Other on -site (so
0
Future (so
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (so:
757,649
Stream Class and Index Number can be determined at: http://portal.ncdenr.or web/wq[ps/csu/classifications
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 remain 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 07Jun2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent storanvaler requirements as per NCAC 02B .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.ncdonr.org/web/wq/ws/su/bmp-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/wq/ws/su/statesw/forms does. 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://12ortal.nedenr.org/web/wq/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.org/web/wg/ws/so/statesw/forms does.
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 belono)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M N/A
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to WJM
http://www.envhclp.org/pages/onestopexpress.html 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 drains to class SA waters within 1/2 mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations. WJM
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: wJM
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
c. 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 bearings & 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).
Fonn SWU-101 Version 07Jun2010 Page 4 of

9. 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 verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: N/A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC WJM
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 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.
http://www.secreta[y.state.nc.us/cori2orations/CSearch.aspx
VII. 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.ncdonr.org/web/wq/ws/su/statesw/forms does. 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 State:NY Zip:14623
Phone: (585 ) 334-1310
Email:[e-mail]
Fax: (585 ) 334-1361
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that 1
own the property identified in this permit application, and thus give permission to (print or type narne of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) 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 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
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 and 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 County of
. do hereby certify that
before me this — day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item la) Erik Lallum
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 ules nder 15 AC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Date:
1, a C a Nottary Public1for thet/1 State of I IPIY IV Ayjtountyof
do hereby certif that Eyl� L�� `u personally appeared
rf ^1 <
before me this 14 day of N ��P.it� �� and due execution of the application for
a stormwater permit. Witness my hand and official seal, a kc t c
COMMONWEALTH OF PENNSYLVANtA
NOTARIAL SEAL
SEAL JAMIE WHITE, Notary Public
Radnor Twp., Delaware County
Commission Expires September 26, 2015
My commission expires
Fonn SWU-101 Version 07Jun2010 Page 6 of

',,PPE„ctt:ALnor

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARYOFSTATE
PO Box 29627 Rai@ . NC 27626-0622 [phone]
Dale: 11 /4/2011
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LEGAL
Limited Liability Company Information
SOSID:
1124722
Status:
Current -Active
Effective Data:
11/20/2009
Dissolution Date:
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 27501
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
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1421
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9258497 11/4/2011

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
The following items shall be incorporated with respect to specific site conditions, in an erosion & sedimentation control plan:
LOCATION INFORMATION
X Project location & labeled vicinity map (roads, streets, landmarks)
North arrow and scale X
Identify River Basin.
N/A Provide a copy of site located on applicable USGS quadrangle and
NRCS Soils maps if it is in a River Basin with Riparian Buffer
requirements.
GENERAL SITE FEATURES (Plan elements)
X Property lines & ownership ID for adjoining properties
X Existing contours (topographic lines)
X Proposed contours
X Limits of disturbed area (provide acreage total, delineate limits,
and label). Be sure to include all access to measures, lots that will
be disturbed, and utilities that may extend offsite.
N/A Planned and existing building locations and elevations
X Planned & existing road locations & elevations, including
temporary access roads
N/A Lot and/or building numbers
X Hydrogeologic features: rock outcrops, seeps, springs, wetland
and their limits, streams, lakes, ponds, dams, etc. (include all
required local or state buffer zones and any DWO Riparian Buffer
N/A determinations)
Easements and drainageways, particularly required for offsite
affected areas. Include copies of any recorded easements and/or
N/A agreements with adjoining property owners.
_ Profiles of streets, utilities, ditch lines, etc.
X Stockpiled topsoil or subsoil locations
X If the same person conducts the land -disturbing activity & any
related borrow or waste activity, the related borrow or waste
activity shall constitute part of the land -disturbing activity unless
the borrow or waste activity is regulated under the Mining Act of
1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related
borrow or waste activity are not conducted by the same person,
they shall be considered separate land -disturbing activities and
must be permitted either through the Sedimentation Pollution
N/A Control Act as a one -use borrow site or through the Mining Act.
Location and details associated with any onsite stone crushing or
other processing of material excavated. If the affected area
associated with excavation, processing, stockpiles and transport
of such materials will comprise i or more acres, and materials will
X be leaving the development tract, a mining permit will be required.
Required Army Corps 404 permit and Water Quality 401
certification (e.g. stream disturbances over 150 linear feet)
EROSION & SEDIMENT CONTROL MEASURES (on Plan)
X Legend (provide appropriate symbols for all measures and
X reference them to the construction details)
Location of temporary measures
X Location of permanent measures
X Construction drawings and details for
temporary and permanent measures. Show measures to scale on
plan and include proposed contours where necessary. Ensure
design storage requirements are maintained through all phases of
construction.
X Maintenance requirements for measures
X Contact person responsible for maintenance
X Name and classification of receiving water course or name of
municipal operator (only where storrnwater discharges are to
occur)
STORMWATER CALCULATIONS
N/A Pre -construction runoff calculations for each outlet from the site (at
peak discharge points). Be sure to provide all supporting data for
the computation methods used (rainfall data for required storm
events, time of concentration/storm duration, and runoff
N/A coefficients).
Design calculations for peak discharges of runoff (including the
N/A construction phase & the final runoff coefficients for the site)
Design calcs for culverts and storm sewers (include HW, TW and
N/A outlet velocities)
Discharge and velocity calculations for open channel and ditch
Flows (easement & rights -of -way)
X Design calcs for cross sections and method of stabilization for
existing and planned channels (include temporary linings). Include
X appropriate permissible velocity and/or shear stress data.
Design calcs and construction details for energy dissipaters below
culvert and storm sewer outlets (include stone/material specs &
X apron dimensions). Avoid discharges on fill slopes.
Design calcs and dimension of sediment basins (note current
surface area and dewatering standards as well as diversion of
runoff to the basins). Be sure that all surface drains, including
ditches and berms, will have positive drainage to the basins.
VEGETATIVE STABILIZATION
X Area & acreage to be stabilized with vegetation
X Method of soil preparation
X Seed type & rates (temporary & permanent)
X Fertilizer type and rates
X Mulch type and rates (include mulch anchoring methods to be
used)
NOTE: Plan should include provisions for groundcover on exposed slopes
within 21 calendar days following completion of any phase of
grading; permanent groundcover for all disturbed areas within 15
working days or 90 calendar days (whichever is shorter) following
completion of construction or development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
X Completed, signed & notarized FR/O Form
X Accurate application fee payable to NCDENR ($65.00 per acre
X rounded up the next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
X Name of Registered Agent (if applicable)
X Copy of the most current Deed for the site. Please make sure the
deed(s) and ownership information are consistent between the
X plan sheets, local records and this form.
Provide latitude & longitude (in decimal degrees) at the project
entrance.
NOTE: For the Express Permitting Option, inquire at the local Regional
Office for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
X
SITE DRAINAGE FEATURES
X
X Existing and planned drainage patterns (include off -site areas that
drain through project and address temporary and permanent
X conveyance of stormwater over graded slopes)
Method used to determine acreage of land being disturbed and
drainage areas to all proposed measures (e.g. delineation map)
X Size, pipe material and location of culverts and sewers X
X Soil information: type, special characteristics
X Soil information below culvert storm outlets
Narrative describing the nature & purpose of the construction
activity
Construction sequence related to erosion and sediment control
(including installation of critical measures prior to the initiation of
the land -disturbing activity & removal of measures after areas they
serve are permanently stabilized). Address all phases of
construction and necessary practices associated with temporary
stream bypasses and/or crossings.
Bid specifications related only to erosion control
rev. 1 /7/2009