SW8040318_CURRENT PERMIT_20040323

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW S2?'`6�/��e
DOC TYPE
� CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
V4/,3A�
YYYYMMDD

�F W ArFR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
.. Division of Water Quality
Colleen H. Sullins, Deputy Director
Division of Water Quality
March 23, 2004
Mr. Crayne Howes, Member Manager
Evanston Development Company, LLC
5306 Six Forks Road, Suite 101
Raleigh, NC 27609
Subject: Permit No. SW8 040318
Walgreens
High Density Stormwater Project
Brunswick County
Dear Mr. Howes:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Walgreens on March 22, 2004. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater. Regulations set forth
in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 040318 dated March 23,
2004, for the construction of Walgreens.
This permit shall be effective from the date of issuance until March 23, 2014, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention 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 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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 Laurie Munn, or me at [phone],
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSl:lsm S:1WQSISTORMWATIPERMIT1040318.mar04
cc: Elizabeth Nelson
Brunswick County Building Inspections
Laurie Munn
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service a46
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NM MR

State Stormwater Management Systems
Permit No. SW8 040318
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
Evanston Development Company, LLC
Walgreens
Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds in compliance with the
provisions of I5A 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 March 23, 2014, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 132,287 square feet of impervious area. Pond 1
is permitted for 83,087 square feet of impervious area, and Pond 2 is permitted for 49,200
square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to 49,200 square feet which must be directed to Pond 2. A plan revision must be
submitted for approval prior to the development of any area draining to Pond 2.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SWS 040318
DIVISION OF WATER QUALITY
PROJECT
DESIGN DATA SHEET
Project Name:
Walgreens
Permit Number:
SWS O40318
Location:
Brunswick County
Applicant:
Mr. Crayne Howes
Mailing Address:
Evanston Development Company, LLC
5306 Six Forks Road, Suite 101
Raleigh, NC 27609
Application Date:
March 22, 2004
Receiving Stream/River Basin:
Woodward Branch (Charles Branch / Lumber)
Stream Index Number:
LBR59 15-25-2-8
Classification of Water Body:
"C Sw HQW"
Pond 1 Pond 2
Drainage Area, acres:
103,696 54,700
Onsite, sq. ft.:
94,758 41,489
Offsite, sq. ft.:
8,938 13,211
Total Impervious Surfaces, sq. ft.:
83,087 49,200
Pond Depth, feet:
4.0 4.0
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
7.0 .10.0
Permitted Surface Area, sq. ft.:
7,400 4,323
(@Permanent Pool)
Permitted Storage Volume, cubic ft.:
8,195 4,767
Temporary Storage Elevation, FMSL:
8.0 11.0
Controlling Orifice:
1
(drawdown in 2-5 days)
Permitted Forebay Volume, cubic ft.:
2,828 1,660
3

State Stormwater Management Systems
Permit No. SW8 040318
II. SCHEDULE OF COMPLIANCE
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 times 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 revegetation of slopes and the vegetated filter.
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, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The fountain draws its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in Pond 1 and Pond 2 is
1 /8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
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, 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:
51

State Stormwater Management Systems
Pen -nit No. SWS O40318
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.
C. Further subdivision, acquisition, 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 permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. , At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
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 formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The penmittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. 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.
3. 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) which have jurisdiction.

State Stormwater Management Systems
Permit No. SW8 040318
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. 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.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 23rd day of March 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/Lr k /— lin ^ A A A n (1 11
Alan W. Klimek, RE:' Director
-
Division of Water Quality
By Authority of the Environmental Management Commission
6

State Stormwater Management Systems
Permit No. SW8 040318
Walgreens
Stormwater Permit No. SW8 040318
Brunswick County
Designer's Certification
1,
as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Prof ect)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 040318
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outletibypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of.the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
E.

......... Q>sl oft ;.. ,.:..... ................ _.
Date Received
Fee Paid
Pen it Numbe
.1 1—Z
State of North Carolina
Deparfinent of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
771ic f win ma.v he photocopied for use as an original
I, GENERAL INFORMATION
1. Applicants name (specifN! the name of the corporation, individual, etC, who owns. the project):
Evanston Development Compam, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Cravne Howes, . (ember LManager
3. Mailing Address for person listed in item 2 -ibovc:
5306 Six Forks Road, Suite 101
Cite: Raleigh State: NC Zip: 27609
Telephone Number: [phone]
4. Project Name (subdivision_ facility. or establishment name - slfould be consistent with project name on plans,
specifications, letters, operation and maintenance agreements. etc.):
Wal Teens
5. Location of Project (street address):
=4577 :.-fain Street
Cite: Shallotte
6. Directions to project (from nearest ntkjor intersection):
On the southeast corner of US 17 Business and SR 1357
7. Latitude: N33°58. 7'
County: Brunswick
Longitude: W78°22.6' of projcct
8. Contact person -who can answcr questions about the project:
Name: Adam McCurry Telephone Number: [phone]
11. PERMIT INFORMATION:
1. Specify whether project is (check one): 1 New Renewal Modification
Form SWU-101 Version 3.99 Page l of=4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Spec'R� the t� pe of project (check one):
Low Density X High Density Redevelop General Permit
4. Additional Project Requirements (check applicable blanks):
CANIA Major Sedimentation/Erosion Control 404/401 Pcrmit
Other
NPDES Stortnwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.'
Ill. PROJECT INFORtNIATION
1. In the space provided below, summarize how storniNvatcr Neill be treated. Also attach a detailed narrative
(one to two pages) describing stornnwater management for the project .
Stornmater will be directed to a proposed stornnvater pond that is designed to treat the first F of runoff,
2. Stormwater runoff from this project drains to the Number River basin.
3. Total Project Arca
6.64 acres
4. Project Built Upon Area: 34 %
5. How man? drainage areas does the project have'? 3
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach aii additional sheet with the infornation for each area provided in the same fornnat as below.
Receiving Stream Name Woodvvard Branch (Charles Branch) 1Woodward Branch (Charles Branch)
Receiving Stream Class C Sw HQW C Sw 1-1Q1\!
Drainage Area 103,696 SF or 2.38 AC 54,700 SF or 1.26 AC
Existing Innpenfious* Area 54,158 SF or 1.24 AC " 7,620 SF or 0.17 AC
Proposed Impervious*Area 83.087 or 1.91 AC 149,200 SF or 1,13 AC
% Impervious* Area (total) 80% 90%
On -site Buildings 14,731 SF or 0.34 AC
On -site Streets (entrance road) 4,963 SF or 0.11 AC
On -site Parking 52,633 SF 1.21 AC
On -site Sidewalks 1,822 SF 0.04 AC
Other on -site (Future) 0 49, 200 SF or 1.13 AC
Off -site (entrance road) 8,938 SF or 0.21 AC
Total: 83.087 or 1.91 AC Total: 49.200 SF or 1.13 AC
* Impervious area is defined as the built upon area inchrdirtg, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Existing Impervious Area to be removed.
Form SWU-101 Version 3,99 Page 2 of 4

Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious*Area
% Impervious* Area (total)
On -site Buildings
On -site Streets (entrance road)
On -site Parking
On -site Sidewalks
Other on -site (Future)
Off -site (entrance road)
Woodward Branch (Charles Branch)
C Sw PIQW
48,511 SF or 1.11 AC
48,511 SF or 1.11 AC
0
51% (based on remaining Imp. Area)
0
0
24,570 SF or 0.56 AC
0
0
0
Total: 24_570 SF or 0.56 AC
** Portion of Impervious Area to be removed. 24,570 SF or 0.56 AC to remain.
pt%t aF �f

7. How was the off -site impervious area listed above derived? \A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future dcvclopmcnt prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number. size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance ii•iih state sic» •mwater management permit
number as issued b_}, the Division of 11,oter Ouality. These covenants wa , not
be changed or deleted xvithout the consent of the State.
3. No more than square feet of any lot shall be covered by structures ar impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include hood
decking or the grater surface of s+rimming pools.
a. Shales shall not be filled in, piped, or altered except as nece.ssrn_t- to provide drivelrov crossings.
a. &tilt -upon area in excess of the permitted amount requires a state stor11111'aler lmanagement permit mothfication prior to
conslruction.
5. All permitted runoff from outparcels or funure development shall be directed info the permitted stormivater control
system. These connections to the slornnvater control system shall be performed in a manner that maintains the integritt,
and performance of the system as perntittetl
By your signature below. you cenifi that the recorded deed restrictions and protective covenants for Ibis project
Shall include all the applicable items required above. that the covenants will be binding on all parties and persons
claiming under them. Iliat they will run with the land. that the required covenants cannot be changed or deleted
without concurrence from the State. and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state storrmvater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stornmater and General Permits Unit at [phone] for the status
and availability of these forms.
Forni SWU-102 Wet Detention Basin Supplement
Fonn SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Forni SWU-105 Curb Outlet System Supplement
Forni SWU-106 Off -Site System Supplement
Fonn SWU-107 Underground Infiltration Trench Supplement
Fornt SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of=t

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): East Coast Engineering Company, P.A.
Mailing Address: Post Office Box 2469
City:
Shallotte
State: NC Zip: 28459
Phone: [phone] Fax: [phone]
Vlll. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Cravne Howes
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 covenan Nvill be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000✓1 / /
Signature: Date: Maezbt IT
Form SWU-101 Version 3.99 Page 4 of4

Walgreens
Stormwater Permit No. SW8 040318
Brunswick County
Designer's Certification
State Stormwater M '.gement Systems
Permit No. SW9 040318
X
I, ._ 6i ZQ_bc* A7 We-/5pA as a duly registered i a1
in the State of North Carolina,. having been authorized to observqjeriodicall eekly/ tune)
the construction of the project,
(Project)
for LLC. (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the'project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification. .
Noted deviations from approved plans and specification:
"TRAFFtc PA'rMW aF PAR.riO4
AREA W MA No rNc0AMSE of (50A.
t� y n D2A I N PIPES E IUTa g l mc. --MA 10 #01 o f
QOAtfl FOoM R%'i' iWiI46
CMAI 6ROONOWAIEZ -ra
WALL SYSTEM. PtAES
PRE YEN"i" H Yo;La5 A-n c
•(.uLWP.
Signature
Registration Nun6l__ 03050
Date a�L9
0• •��ES51p: �i
SEAL
• SEME074
p'
m •: e,2
?0p9 �
7

!"K f Msly fly lip
Low

State St---nwater Management Systems
Permit No. SW8 040318
Certification Requirements:
l .
The drainage area to the system contains approximately the permitted acreage-
KfZ 2.
The drainage area to the system contains no more than the permitted amount of
built -upon area
3.
All the built -upon area associated with the project is graded such that the runoff
drains to the system.
(�4.
The outlet(bypass structure elevations are -per the approved plan.
CF� 5.
The outlet structure is Iocated per the approved plans.
{� 5.
Trash rack is provided on the outlet bypass structure..
(ZL) 7.
All slopes are grassed with permanent vegetation.
(!Z�8.
Vegetated slopes are no steeper than 3:1.
�9.
The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10.
The permitted amounts of surface area and/or volume have been provided.
�11.
Required drawdown devices are correctly sized per the approved plans.
12.
All required design depths are provided.
(_t�::)13.
All required parts of the system are provided, such as a vegetated shelf,'and a
forebay.
�14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Brunswick County Building inspections

r
BOWMAN DESIGN
' 8a ENGINEERING
i
SERVICES, PA
143 Holden Beach Road, Suite 3, PO Box 748, Shallotte, North Carolina 28459
Phone:[phone] Fax:[phone]
April 24, 2009
Ms. Linda Lewis
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Walgreens, SW8 040318
Brunswick County
Designer's Certification
Dear Linda:
8
k�
On behalf of Evanston Development Company, LLC, enclosed is the Designer's !
Certification for Walgreens, Shallotte.
Please contact me if you have any questions or require any additional information.
Sincerely,
Elizabeth M. Nelson, PE
Enclosures
cc: Aaron Black, JP Russ & Sons, digital copy
Jimmy Boykin, Stephenson Construction, digital copy
Adam McCurry, Evanston Shallotte, digital copy
File 0602 (Walgreens)