20071401 Ver 1_Individual_20070815

ENVIRONMENTAL SERVICES, INC.
1022 Grandiflora Drive, Suite 250
Leland, NC 28451
910-383-6021 ~ ~ - ~ 4 0 1
910-383-6049 Fax
www.environmentalservicesinc.com
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WE ARE SENDING YOU
Attached Under separate cover via
the following items
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THESE ARE TRANSMITTED as checked below:
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For your use Approved as noted
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Return -corrected prints
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REMARKS:
Please contact me should you have any questions or need additional information. Thank you for
selecting ESI to assist with your environmental consulting needs.
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PROPOSED TWO ELEVEN MIDWAY
COMMERCIAL CENTER
BRUNSWICK COUNTY,
NORTH CAROLINA
ESI Project No. WIL06-028. 1
au~ ~ ~ Zoos
~ENk -WATER Q~'AUlY
1NETLAN0.4!4~0 ST(1RAAlMATER BRANCH
Prepared for:
Midway/211, LLC
Prepared by:
ENVIRONMENTAL SERVICES, INC.
1022 Grandiflora Drive, Suite 250
Leland, North Carolina 28451
Tel [phone] Fax [phone]
August 2007

oz-Taos
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710.0003
/33 CFR 3251 Frniraa t1a..nn.1.e. -t~ ~nnn
~ ~~e ruonc ou-asn for this collection of information is sastinmbted to average 10 hours per response, although the majorhy of applications should requiro
5 hours or bas. This includes tfine time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect o} this collection of
information, including suggestions for reducing this burden, to Dep~tmermt of Defense, Washington Headquarters Service 7irectorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710.00031, Washington, DC 20603. Respondents should be swam that notwithstanding any other provisan of law,
no person shall ba aibjeot to any psnslty for failing to comply whh a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Sectors 10, 33 USC 403; Gears Water Act, Section 404, 33 USC 1344; Marine Protection , Rase~ch and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will bs used in evaluati~mg the applicstion for a
permit. Routine Uses: This in}armation may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, If Information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good roproducible copies which show the location and charscter of the proposed activity must be attached to this
appliceUon (sae sample drawings and instructions) and be submitted to the District Enginsar having jurisdiction over the k>cation of the proposed
activity. An application that is not corn leted in full will be returned.
Q TO BEFILCED BY THEC --`
APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED
5. APPLICANT'S NAME
Midway/211, LLC
6. APPLICANT'S ADDRESS
6131 Oleander Drive,
Wilmington, NC 28403
9. AGENT'S ADDRESS
suite A 1022 Grandiflora Drive, Suite 250
Leland, NC 28451
_- - -- vv, vv FIn GH I,UUt
a. esidence
a. Residence 910 - 5 2 0- 0 7 8 4
b. easiness 910-395-0090
I b. Business 910 - 3 8 3- 6 0 2 9
11, STATEM NT I
I hereby authorize, Environmental Services , Inc . to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in su
pport of this permit application.
APYLICANT'S SIGNATURE
D 7E
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE laximtncrions.
Two Eleven Midway Commercial Center
13. NAME OF WATERBODY. IF KNOWN ~n„o,r;,y.rµ.,
14. PROJECT STREET ADDRESS in e~yHirwekl
unnamed tributary to River Swamp
n/a
i 6. LOCATION OF PROJECT ~ ~ ~ 1~
Brunswick North Carolina
COUNTY STATE I
~. vinen ~u~AiluN DESCRIPTIONS, IF KNOWN, tseeinsvuctiaar/
northwest corner of the intersection of NC 211 and Midway Road
17. DIRECTIONS TO THE SITE
From the intersection of US 17 and NC 211 in Supply, NC proceed east on NC 211 for
approximately 7 miles. The site is located on the left immediately before the intersection
of NC 211 with Midway Road.
4. DATE APPLICATION COMPLETED
8. AUTHORIZED AGENT'S NAME AND TITLE ienegenricmt.eaixredl
Environmental Services, Inc.

18. Nature Of Activity (Destr;prim o/ project, ,rn;uya W/te~ru-~/
see attached supporting documentation
19. Pfoject PUtpOSO (Describe Nie rcerson or p~pase o/ Me rroject, see lro7nnvortsl
see attached supporting documentation
BLOCKS 20- 2 IF DR AND/OR Fl MATERIA IS TO I CHAR
20. Reasonls) for Discharge
see attached supporting documentation
21 . Type(s) of Material Beinq Discharged end the Amount of Each Twe in Cubic Yards
Clean Fill Dirt Stream = 606 CY Wetland A = 709 CY
Wetland B excavated Wetland C 645 CY
22. Surface Area in Acres of Wetlands or Other Wsters Filled rsee;nstruerortsl ~
0.59 acres of wetlands and 409 linear feet of stream channel to be culverted using mechanical
construction equipment. See attached supporting documentation for additional information.
23. K Any Portion of the Work Already Complete? Yes ~~ No " IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
Kenneth Stiller NCDOT
PO Box 10302 124 Division Drive
Southport, NC 28461 Wilmington, NC 28401
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencise for Work Described in This Application.
AGENCY TYPE APPROVAL` IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE
DWQ stormwater n/a pending pending
DWQ S&E Control n/a endin
P g
pending
'would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
app'- anon is complete and accurate. I further certify that I possess the authority to undertake t wor described herein or am acting ss the
du! thorized ant o the applicant.
S ~ a o~ ~ _ =' ~ 13 ~~7
SI ATURE OF APPLICANT DATE GNATU ~ ENT
DATE
The application must be signed by the person who desires to undertake the proposed activity lapplicant) or it may be signed by s duly
authorized agent if the statement in block 1 1 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United Ststes
knowingly and willfully falsifies, conceals, or covers up any trick, schema, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall bo fined not more than 910,000 or imprisoned not more than five years or bath.

Supporting Documentation
For
Department of the Army
Permit Application
Blocks 18, 19, 20 and 22

Table of Contents
1.0 Project Information ..............................................................................
1.1 Project Description ..........................................................................
1.2 Project Team ...................................................................................
1.3 Agency Coordination .....................................................................
2.0 Purpose and Need ...............................................................................
3.0 Alternative Analysis ............................................................................
3.1 Alternate Site Locations .................................................................
3.2 Site Alternatives .............................................................................
3.2.1 Alternative 1 (Preferred Alternative) ....................................
3.2.2 Alternative 2 .........................................................................
3.2.3 Alternative 3 .........................................................................
3.2.4 Alternative 4 .........................................................................
3.2.5 No Action Alternative ...........................................................
4.0 Existing Environmental Conditions ....................................................
4.1 Topography and Soils ....................................................................
4.2 Land Use ........................................................................................
4.3 Cultural Resources .........................................................................
4.4 Water Resources .............................................................................
4.5 Jurisdictional Areas ........................................................................
4.6 Plant Communities ........................................................................
4.7 Rare and Endangered Species .......................................................
5.0 Environmental Effects ........................................................................
5.1 ]mpacts to Jurisdictional Areas .....................................................
~.2 Avoidance/Minimization of Impacts to Jurisdictional Areas ........
6.0 Mitigative Measures ...........................................................................
7.0 Conclusion .........................................................................................
Figures
Figure 1. Project Location
Figure 2. NRCS Soils
Figure 3. Existing Jurisdictional Areas
Figure 4. Preferred Alternative (Alternative 1)
Figure ~. Detail of Wetland Impact A
Figure 6A. Detail of Wetland Impact B
Figure 6B. Detail of Wetland Impact B
Figure 7. Detail of Wetland Impact C
Figure 8A. Detail of Stream Impact
Figure 8B. Proposed Box Culvert Profile
Figure 9. Proposed Mitigation Areas
Attachments
Attachment 1. Alternative 3 Site Plan
Attachment 2. Alternative 4 Site Plan
Attachment 3. Culvert UesiSn Details
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Proposed Two Eleven Midway Commercial Center
Brunswick County, North Carolina
13 August 2007
This supporting documentation is being provided to supply more detailed information for the
accompanying Department of the Army Permit Application, specifically Blocks 18, 19, 20, and
22.
1.0 Project Information
1.1 Project Description
The proposed Two Eleven Midway Commercial Center (Project Site) is composed of 4 adjoining
properties that total approximately 40 acres in size. The project site borders NC 211 to the south
and Midway Road to the east in Brunswick County, North Carolina (Figure 1). The proposed
development includes a Lowes Foods Grocery Store with additional attached and detached retail
space. Sewer and water for the project site will be provided by Brunswick County.
The project site is currently zoned as Commercial-Low Density (C-LD). This zoning is intended
primarily for outlying areas adjacent to major thoroughfares in close proximity to residential
areas. The intended commercial uses in areas with this zoning are to serve the needs of
residential neighborhoods for auto-dependent commercial facilities and serve the needs of
highway oriented tourist business. The proposed project is consistent with the current zoning of
the site.
1.2 Project Team
This project is being conducted on behalf of Midway/211, LLC under the supervision of Scott
Cooke, P.E. Site development planning and stormwater management planning are being
conducted by Dan Miller, P.E. (Kimley-Horn and Associates, Inc.). The jurisdictional
delineation and environmental permit preparation for proposed jurisdictional impacts is being
conducted by Matt Smith (Environmental Services, Inc.).
1.3 Agency Coordination
Two pre-application meetings were held with the regulatory review agencies to discuss site
planning constraints, potential project impacts, and methods used to avoid and minimize impacts
1

to jurisdictional areas. The first pre-application meeting was held on 1 C April 2007 with
representatives of the U.S. Army Corps of Engineers (USAGE) and N.C. Division of Water
Quality (DWQ) in attendance.. A second pre-application meeting was held on 27 April 2007
with representatives of DWQ to specifically discuss proposed stream impacts. This application
incorporates the comments received at these pre-application meetings and expands upon the
development plans presented at those meetings.
2.0 Purpose and Need
Currently the only commercial development located in close proximity of the intersection of NC
211 and Midway Rd is the independently owned and operated gas station locally referred to as
"Worms and Coffee" that is located on the northwest corner of the intersection of NC 211 and
Midway Rd. No additional commercial retail development exists to serve the existing residential
areas located within 2 miles of the intersection of NC 211 and Midway Rd. The intersection of
Midway Road and NC 211 is centrally located to existing residential developments accessed
from NC 211 and Midway Road. In addition, the intersection of NC 211 and Midway Road is
the terminus for the new bridge to Oak Island.
The intersection of NC 211 and Midway Rd is designated as a commercial development zone by
Brunswick County and traffic flow studies show that this is an important hub for local traffic
making this the logical location for a commercial retail development.
The applicant proposes to construct an approximately 40-acre commercial center with access
from NC 211 and Midway Road on the northwest corner of the intersection of NC 211 and
Midway Road to provide commercial retail shopping to the existing residential developments
located in close proximity to this intersection.
3.0 Alternative Analysis
Headquarters of the USAGE guidance from 22 April 1986 requires that alternatives be
practicable to the applicant and the purpose and need for the project must he the applicant's
purpose and need. This guidance also states that project purpose is to be viewed from the
applicant's perspective rather than from the bro~id, public, perspective. The essential point of the
Headquarters of the USAGE policy guidance of 22 April 1986 is that under Section 404(b)(1)
Guidelines, an alternative must be available to the applicant to be a practicable alternative.
Pursuant to 40 CFR 230/10(a)(2) practicable alternatives are "available and capable of being
done after taking into consideration cost, existing technology, and logistics in light of overall
project purpose."
2

The preamble to the Guidelines states, "if an alleged alternative is unreasonably expensive to the
applicant, the alternative is not practicable." Section 40 CFR 230.10(a) of the Guidelines states
that "no discharge of dredged or fill material shall be permitted if there is a practicable
alternative to the proposed discharge which have less adverse impact to the aquatic ecosystem,
so long as the alternative does not have other significant environmental consequences."
3.1 Alternate Site Locations
Four locations were initially considered for the proposed commercial development. The
currently proposed location provides the necessary space, accessibility, and visibility needed.
The additional sites initially considered were either unavailable for purchase or lacked the
necessary size, accessibility and visibility needed.
• Alternative location 1 is the current proposed location. This site provides the necessary
road frontage, access, and land area to accommodate the proposed commercial retail
development. This site meets the stated purpose and need.
• Alternative location 2 is located on the northeast corner of the intersection of Midway Rd
and NC 211. This site is too small to accommodate the proposed development and is not
available to the applicant for use as a commercial development.
• Alternative location 3 is located approximately 0.5 mile west of the ~.ntersection of NC
211 and Midway Rd on the north side of NC 211. This site does not provide the
necessary access and frontage along Midway Rd and is constrained by a
telecommunications tower located in the center of the property. This site is not available
to the applicant for use as a commercial development.
• Alternative location 4 is located on the south side of NC 211 at its intersection with
Midway Rd. This site does not provide the necessary access and frontage along Midway
Rd and is not available to applicant for use as a commercial development.
3.2 Site Alternatives
3.2.1 Alternative 1 (Preferred Alternative)
This alternative proposes to construct a commercial retail center at the intersection of NC 211
and Midway Road (Figure 4). The development plan for this property depicts a Lowes Foods
grocery store with six attached commercial retail stores, two stand-alone commercial retail
buildings, and nine commercial outparcels. In addition, this alternative proposes to relocate an
existing Brunswick Electric Membership Corporation (BEMC) substation from Outparcel 5 to
the northwest corner of the site. The BEMC substation is scheduled for closure and relocation
independent of the applicant's project.
3

The location of ingress and egress for the proposed development are as required by the North
Carolina Department of Transportation (NCDOT). In addition, NCDOT is requiring substantial
upgrades be completed to both NC 211 and Midway Road as part of the proposed development.
Buildings proposed for the development are placed to avoid a powerline easement that runs
across the property from north to south. The outparcels are sized and located to meet the
intended uses as high visibility commercial development sites. Stormwater infrastructure is
sized to meet the needs of the proposed development.
This alternative meets the applicant's stated purpose and need and demonstrates avoidance and
minimization of wetland and stream impacts to the greatest extent practicable.
3.2.2 Alternative 2
This alternative represents an attempt to reduce wetland impacts associated ;v~ith stormwater
infrastructure. The site layout for this alternative is similar to the preferred alternative with the
only change being to the Stormwater pond. The location of the Stormwater pond is the same as in
the preferred alternative but its size is reduced by increasing its depth by placing additional fill
across the site. A separate plan for this alternative was not prepared. This alternative reduces
the wetland impact associated with the stormwater pond but resulted in the placement of an
additional 6+ feet of fill across the entire site. Placing this volume of fill on the site was not
considered to be a feasible alternative as locating, removing, and transporting this volume of fill
would be cost prohibitive for the project and wo~ild have resulted in the finished elevation for the
site being several feet higher than the adjacent roads.
3.2.3 Alternative 3
This alternative represents an attempt to reduce wetland impacts associates with stormwater
infrastructure. The site layout for this alternative is similar to the preferred alternative with the
only change being to the stormwater pond (Attachment 1). This alternative utilizes multiple
stormwater ponds to achieve the needed stormwater capacity and reducing the area of the pond
proposed to be constructed in wetlands. This alternative reduces the wetland impact associated
with the stormwater pond but significantly reduces the useable area of four outparcels and
substantially encroaches into the BEMC substation site. This alternative was not considered to
be feasible since it reduces the size of three outparcels to less than 1 acre each, making them
unusable for intended commercial purposes, and reduces the size of the BEMC substation site
below the minimum required upland acreage without proposing additional wetland impacts.
4

3.2.4 Alternative 4
This alternative represents an attempt to minimize impacts to the stream channel by relocating
the channel on-site as opposed to piping the stream channel as proposed in the preferred
alternative to maintain an open channel for its entire length (Attachment 2). The relocated
stream channel would initiate at the culvert at NC; 211 and continue along the western boundary
of outparcel 9 before reconnecting into the existing channel at the northern corner of Outparcel 9.
This alternative benefits by maintaining an open stream channel across the site but was not
considered feasible due to concerns expressed by DWQ that relocating the stream would remove
the stream from its natural valley and that the relocated stream could not adequately maintain
stream flow and function. ,A further concern was the inability to establish 50-foot buffers
adjacent to the relocated cham~el.
3.2.E No Action Alternative
A "No Action" alternative is Here considered to he one that avoids all wetland and surface water
impacts. A "No Action" decision for this project would not provide for an economically viable
project for the applicant and Lowes Foods. The "No Action" alternative is not capable of
achieving the basic purpose and need of the proposed project and, therefore, is not a practicable
alternative.
4.0 Existing Environmental Conditions
4.1 Topography and Soils
The site is located in the Coastal Plain Physiographic province of North Carolina. Topography
across the site is notably flat with a differential of less than 6 feet across the site. The highest
elevations occur in the northeast and southwest portions of the site and the lowest elevations
occur in the northwest portion of the site where the stream channel exits the site. Topography
across the site ranges from 38 to 44 feet above mean sea level,
The property is mapped as Griffon fine Sandy loam (Gt), Pantego mucky loam (Pn), Foreston
loamy fine sand (Fo), Lynchburg fine sandy loam (Ly), and Norfolk loamy fine sand, 2-6%
slopes (NoB) based on the soil survey of Brunswick County North Carolina (Figure 2). Griffon
fine sandy loam and Pantego mucky loam are hydric soil mapping units. The remaining soil
mapping units are non-hydric soils that may contain inclusions of hydric soils. The hydric
inclusions associated with these mapping units are Rains and Muckalee, respectively and most
likely occur in depressions and along poorly defined drainageways. No other non-hydric soil
mapping units are mapped for the site.
5

4.2 Land Use
The site has been intensively utilized for agriculture from as early as the 1930's. During the time
that the site was under usage for agriculture, numerous land alterations took place including the
installation of manmade drainage ditches and the alteration and relocation of natural drainage
features. Agriculture along the western side of the stream channel was abandoned in the 1980's
and this area was allowed to revert to a natural condition. The remaining portions of the site
were transitioned from agriculture to silviculture in the 1990's and were most recently harvested
in 2006. Currently the site is not being managed for silviculture or agricultural uses.
4.3 Cultural Resources
The site has undergone intensive agricultural and silviculture management since at least the
1930's and has a low probability for cultural resource sites. A letter has been submitted to the
State Historical Preservation Office (SHPO) requesting comments on the proposed project. A
response has not yet been received.
4.4 Water Resources
The proposed development is located within stab-basin 030759 of the Lumber River Drainage
Basin (DWQ 1999) and is part of USGS hydrologic unit 03040207 (USGS 1977). Three wetland
areas and a stream channel are present on the site. These areas drain to the north to River
Swamp.
4.5 Jurisdictional Areas
A jurisdictional delineation of the proposed development was completed and approved by the
U.S. Army Corps of Engineers (USAGE) in 2005 (AID # 200500833, 20050016, 200600394).
Three wetland areas and one stream channel are present within the site boundaries that total 1.71
acres and 1459 linear feet, respectively (Figure ~ ).
Wetland A is an excavated depression with an earthen berm located near the southern boundary
of the site. This wetland is connected to other wetlands by the roadside ditch along NC 211 that
connects into the stream channel. Much of this wetland is composed of asemi-permanently
flooded open-water area with dense wax myrtle, water oak (Quercus nigra), and sweetgum
(Liguidambar styraciflua) around the periphery.
6

Wetland B and Wetland C are located within the relict floodplain of the stream channel. These
wetlands are adjacent to the stream channel but separated from the stream bank by an earthen
berm that is the result of periodic excavation to maintain the stream channel. Hydrology in these
wetlands includes saturated soils. Vegetation within these wetlands is composed primarily of
wax myrtle (Myrica cerifera), dog fennel (Eupatorium capillifolium), and Carolina willow (Salix
caroliniana).
A single stream channel is located on the site. The stream channel enters the property via a
culvert under NC 211 and flows across the property before exiting the property to the north and
continuing to its eventual confluence with River Swamp. This channel is not depicted on the
Lockwoods Folly USGS topographic map (Figure 1) or on the NRCS soils mapping for
Brunswick County (Figure 2). The channel has been extensively altered from natural conditions
during years of site usage for agriculture. Evidence of past alteration includes relocation of the
channel within the floodplain as well as a loss in sinuosity and in-stream habitat complexity due
to straightening and deepening of the channel. An earthen berm was observed along the eastern
bank of the channel effectively separating the floodplain wetlands present along the streambank
from the overbank flooding events.
4.6 Plant Communities
The vegetation on the site has been heavily altered by historical agricultural use and later
silvicultural activities. The majority of the property is vegetated in fast growing herbaceous and
shrubby species with few mature trees. The dominant vegetation on the property includes wax
myrtle, silverling (Baccharis halimifolia), willow oak (Quercus phellos), water oak, soft rush
(Juncus effuses), dog fennel, and blackberry (Ru1~us argutus). Trees are sparsely scattered across
the site and include loblolly pine (Pines taeda), sweetgum, and red maple (Ater rubrum).
4.7 Rare and Endangered Species
Species with the federal classification of Endangered (E), Threatened (T), or Threatened due to
similarity of appearance are protected under the Endangered Species Act (ESA) of 1973, as
amended (16 USC 1531 et seq.). The 10 May 2007 U.S. Fish and Wildlife Service County
Species List contains 14 species with federal designations of E or T which have ranges
considered by the U.S. Fish and Wildlife Service to extend into Brunswick County: shortnose
sturgeon (Acipenser breviros~trum), American alligator (Alligator mississippiensis), loggerhead
sea turtle (Caretta caretta), piping plover (Charadrius melodus), green sea turtle (Chelonia
rrrydas), leatherback sea turtle (Dermochelys coriacea), eastern cougar (Fells concolor couguar),
Kemp's ridley sea turtle (Lepidochelys kempii), wood stork (Mycteria americana), red-cockaded
woodpecker (Picoides borealis), manatee (Trichechus manatus), seabeach amaranth
7

(Amaranthus pumilus), rough-leaved loosestrife (Lysimachia asperulaefolia), and Cooley's
meadowrue (Thalictrum cooleyi).
The bald eagle (Haliaeetus leucocephalus) was removed from the ESA on 28 June 2007 but
remains protected by the Bald and Golden Eagle Protection Act (16 USC 668a-d) which extends
protections to the bald eagle that are similar to those previously afforded it under the ESA.
The property does not provide suitable habitat for any federally listed species or the bald eagle.
5.0 Environmental Effects
5.1 Impacts to Jurisdictional Areas
The development plan includes 0.59 acre of unavoidable impacts to jurisdictional wetlands and
409 linear feet of impact to jurisdictional streams. The development of outparcel 6 includes 0.11
acre of impacts (Figure 5), stormwater management structures include 0.38 acre of impacts
(Figure 6), and the central commercial retail center has 0.10 acre of associated impacts (Figure
7). Stream impacts are limited to 409 linear feet associated with the development of outparcel 9
(Figure 8).
The stream impact will involve filling 409 linear feet of stream channel and replacing this length
of channel with a 404-linear foot box culvert. Details for the design of the box culvert are
included in Figure 8 and Attachment 3.
5.2 Avoidance/Minimization of Impacts to Jurisdictional Areas
Pre-application meetings were held with the USACE and DWQ to discuss feasible options for
the proposed development that meet the applicant's purpose and need. The proposed
development plan has been designed to avoid arld minimize impacts to jurisdictional areas to the
greatest extent practicable. "I~he structures and parking areas associated with the development are
concentrated in the upland areas of the property to reduce impacts to jurisdictional wetlands and
streams.
Multiple measures were employed to minimize the impacts to jurisdictional areas associated with
stormwater construction. The usage of three smaller sized ponds linked by equalization pipes
reduces encroachment into wetland areas and also eliminates the need for additional stream
impacts without reducing the size of outparcels. In addition, using constructed wetlands in place
of traditional ponds will provide for a greater degree of stormwater treatment and will result in
cleaner effluent being released into the stream thus preventing water quality degradation.
8

Avoiding impacts to the stream channel by relocating the driveway and reconfiguring outparcels
7 and 8 is not feasible since the driveway location is mandated by NCDOT. Additional measures
were taken to minimize impacts to the stream channel. Relocating the channel on-site was
evaluated but determined to not be feasible due to concerns in regards to maintaining stream
flow. The stormwater system was configured to utilize two ponds on opposite sides of the
channel linked by an equalization pipe to reduce the length of channel that needed to be placed in
a culvert.
6.0 Mitigative Measures
Compensatory mitigation is being proposed for the 0.59 acre of wetland impacts and the 409
linear feet of stream impacts associated with the proposed development. The applicant proposes
to pay into the N.C. Ecosystem Enhancement Program (EEP) for the impacts at a ratio agreed
upon by the regulatory agencies in combination with preserving the remaining 1.13 acres of
wetlands and 10201inear feet of stream channel not affected by the proposed development on the
site (Figure 9).
7.0 Conclusion
Midway/211, LLC proposes to construct a commercial retail center on an approximately 40-acre
site located at the intersection of NC 211 and Midway Road. The development plan for this
property depicts a Lowes Foods grocery store with six attached commercial retail stores, two
stand-alone commercial retail buildings, nine commercial outparcels. In addition, this project
will involve the relocation of an existing Brunswick Electric Membership Corporation (BEMC)
substation to the northwest corner of the site.
The development plan for this project meets the need in the local community for convenient and
cost effective access to a supermarket and other commercial retail shopping. Based on the
applicant's stated purpose and need and considering the efforts made to avoid and minimize
jurisdictional impacts with project design, and the proposal to mitigate for the unavoidable
jurisdictional impacts, the applicant will be pursuing a permit under current Section 404
guidelines.
9

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ENVIRONMENTAL Project Location Project: WIL06028.01
SERVICES,INC.
1022 Grandiflora Dnve
Stile 750 Two Eleven Midway Date: Ju12007
,
Leland, Nodh Cerdina 28461 Commercial Center
DnNn/Chkd: KT/MKS
(g,0)383.~,
a [phone] FAX
,ww.e~~;,onm~nfa,~e,~as;n~.~,,,
Brunswick County, North Carolina
Figure: 1

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Ly Lynchburg fine sandy loam ,. ri. ~ ` ,t,~r, - r• ~ ~.~~ ~ ~ ' 'v res.
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2-6°/a slopes ~.~'~. ~ ' ~ '+~ ~+ w ,
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Source: True Color Orthopho[os, Brunswick - ~ * e ,
County, NC, 2006; Project boundary ` s ~
appro>dmated by ESL '
Disdaimer: The iMormation depicted on this figure is for .A ~ . J ~ . +`. . ~ .
iMortnetlonal purposes only and was nd prepared tor, and , ~y ~ ~ ~ ,
is not suifade for legal or engineering purposes. This
information presented is not for regulatory review and is _ -
intended for use only by a Protesaiorral Land Surveyor ~ ,
prior to regulatory review.
ENVIRONMENTAL NRCS Soils Project: WIL06028.00
SERVICES,INC. Two Eleven Midway Date: Ju12007
1022 Grantliflora Drive, Sule 250
Leland, North Carding 26451
(9,°)363621 Commercial Center Drwn/Chkd: KTINKS
~. (910)3836049FAJ( Brunswick Count North Carolina
www.environmentalservioesinc.com Y+ Figure: 2
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Source: True Cdor Orthophotos, ~` "~~
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approximated by ESI. ~,p" ~ ~ , !'
Disclaimer: The information depicted on Mis figure is for ' ~~x ~ ~ ' ~~`. - .~ ,
intortnational purposes only and was rat prepared for, end a ..-!~ ~ ~ - ~ Vii'
is not suitable for legal or engineering purposes. TNS ~.' - - -
inPormaSon presented is rat for ragulatory review aM is s ~ •~ ~' ~ -
intended for use only by a Professional Land Surveyor fl` r ~ ~ ~.iX';.. ~ -
pdor to regulatory review. ~.. ~rw :. „p.. 'r ..
ENVIRONMENTAL
SERVICES, INC.
1022 Grendiflore Drive, Suite 250
Leland, North Carolina 28451
(910) 3835021
~a [phone] FAx
www.anvironmentalservicesinc.oorn
~i
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Existing Jurisdictional Area
Two Eleven Midway
Commercial Center
Brunswick County, North Carolina
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Date: Ju12007
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Source(s): Kimley-Horn and Assodates, Inc.
Disclaimer: The Information depicted on this figure is for
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to review and approval by appropriate regulatory agencies.
0?° 1 4 0 1
~I ENVIRONMENTAL Preferred Alternative Project: WIL06028.01
SERVICES, INC. Two Eleven Midway Date: July 2007
1022 Grandiflora Drive, Suite 250
Leland, North Carding 28451 Commercial Center Drwn/Chkd: PG/JRN
[phone]
[phone] FAX Brunswick County, North Carolina Figure: 4
m7999 ESI ,
www. en wronmen talsenncesinc. cram
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-Project Boundary
- Wetland Impact
0 25 50
Feet
Source(s): Kimley-Horn and Assoaates, Inc.
Disclaimer: The Information depicted on this figure is for
conceptual purposes only, serves to aid a licensed engineer
or geologist in rendering professional services, and is subject
to review and approval by appropriate regulatory agenrjes.

07-1401
ENVIRONMENTAL Wetland Impact A Project: WIL06-028.01
SERVICES, INC. Two Eleven Midway Date: July 2007
1022 Granditlora Drive, Suite 250
Leland, North Carolina 26451 Commercial Center Drwn/Chkd: PG/JRN
[phone]
[phone] FAX Brunswick County, North Carolina Figure: 5
p1999 E51
www. environmental servicesinc. com
\2006_Projects\WIL_Projects\Geogra\Projects\Offices\WIL\2006\028\r02\P,cadlRevisedFigures_20070726\Fig-5-7_Wetlandlmpacts.dwg, 7/26/2007 8:14:45 AM, Bluebeam PS9 HighRes.pc3, ESI, PG

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Disclaimer: The Information depicted on this figure is for
conceptual purposes only, serves to aitl a licensed engineer
or geologist in rendering professional services, and is subject
to review and approval by appropriate regulatory agendes.
ENVIRONMENTAL Wetland Impact B Project: WIL06-028.01
SERVICES, INC. Two Eleven Midway Date: July 2007
1022 Grandiflora Drive, Suite 250
Lelantl, NOrlh Carolina 28451 Commercial Center Drwn/Chkd: PG/JRN
(910j 383-6021
[phone] FAX Brunswick County, North Carolina Figure: 6A
m1999 ESI
1V W W, e/iVl/Onmenfa/52NICeSlnC.CCm
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SECTION E-E SECTION F-F
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0 50 100
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/1 "7 .+ ~ 2~~r
or geologist in rendering professional services, and is subject ~,/
to review and approval by appropriate regulatory agentles.
ENVIRONMENTAL Wetland Impact B Project: WIL06028.01
SERVICES, INC. Two Eleven Midway Date: July 2007
1022 Grandiflora Drive, Suite 250
Leland, NoRh Carolina 28451
Commercial Center
Drwn/Chkd: PG/JRN
[phone]
01999 ESI (910'383-6~4g FA"
VlWW. e/IVIlOnmenfalSENICeSInC.COm Brunswick County, North Carolina Figure: 6B
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SERVICES, INC. Two Eleven Midway Date: July 2007
1022 Grandiflora Dnve, Suite 250
Leland, NOrlh Carolina 26451 Commercial Center Drwn/Chkd: PG/JRN
[phone]
[phone] FAX Brunswick County, North Carolina Figure: 8A
(91999 ESI
www. environmentalservicesinc. com
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ENVIRONMENTAL Proposed Mitigation Areas Project: WIL06028.01
SERVICES, INC. Two Eleven Midway Date: July 2007
1022 Grandiflora Drive, Suite 250
Leland, NOAh Carolina 26451 Commercial Center Drwn/Chkd: PG/JRN
[phone]
(9,0,363-6o4g1=AX Brunswick County, North Carolina Figure: 9
®1999 ESI
www. en viron mentalservicesinc. corn
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