20052145 Ver 1_Complete File_20050121

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Currituck Commons, LLC
P.O. Box 68
Kitty Hawk, NC 27949
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 8, 2006
Subject Property: Currituck Commons, LLC
Currituck Sound [030154, 30-1, SC]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Sir or Madam:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-2145
Currituck County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.093 acres of wetland for the purpose of residential and commercial
development at the subject property, as described within your application dated November 29, 2005, and
received by the N.C. Division of Water Quality (DWQ) on December 2, 2005, with more information
received from you on December 16, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) NW 18 when issued by the US Army Corps of
Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, Non-discharge, and other regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you maybe required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
404/CAMA Wetlands 0.093 (acres) I PCN page 4 of 8
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
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Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Currituck Commons, LLC
Page 2 of 3
February 8, 2006
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section .0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct

Currituck Commons, LLC
Page 3 of 3
February 8, 2006
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
AWK/ijm
Enclosures: GC 3402
Certificate of Completion
Sincerely,
Alan W. Klimek, P.E.
cc: Kendall Turnage, Environmental Professional, Inc., P.O. Box 3368, Kill Devil Hills, NC 27948
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
Filename: 052145 Cun ituckCommonsLLC(Cun ituck)401
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 0 5 2 1 4 5
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing [Rt;:;?'[Rll ?A?Y?
f D
1. Check all of the approval(s) requested for this project: 0
® Section 404 Permit DEC 2 2005
? Section 10 Permit
DENR • WATER i;1UAL11'Y
® 401 Water Quality Certification WETLAM ? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Currituck Commons, LLC
Mailing Address: PO Box 68
Kitty Hawk NC 27949

Telephone Number: 252-256-1538 Fax Number: 252-480-0989
E-mail Address: see a gent
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Kendall Turnage
Company Affiliation: Environmental Professionals, Inc.
Mailing Address: PO Box 3368
Kill Devil Hills, NC 27948
Telephone Number: 52-441-0239 E-mail Address: environmentalpro(a)earthlink.net
Pagel of 8
Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE r equires i nformation t o b e s ubmitted o n s heets n o t arger t han 11 b y 17-inch f ormat;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Currituck Commons, LLC
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0124-000-0720-0000
4. Location
County: Currituck Nearest Town: Harbinger
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
Traveling north on US HWY 168 Caratoke Highway the site is located on the east side o
0.35 miles south of the Hwy 168 and NCSR 1112 intersection
5. Site coordinates, if available (UTM or Lat/Long): N 36d 7.046' W 75d 49.785'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Vacant parcel
7. Property size (acres): 3.77 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Currituck Sound
9. River Basin: Pasauotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
Page 2 of 8
10. Describe the purpose of the proposed work: To provide the proposed commercial
development with the required number of parking spaces per Currituck County zoning
requirements
11. List the type of equipment to be used to construct the project: Dump truck and front
end loader
12. Describe the land use in the vicinity of this project: Residential homes, mixed commercial
sites agricultural and
III. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project:, along with
construction schedules.
Jurisdictional Determination--- Action Id # 200512092
IV. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
None planned
V. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or descrintion_ nlease attach a cepnrnte sheet.
Page 3 of 8
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma (acres) es/no linear feet
1 Earthen fill 0.093 Yes 35 ft (ditch) Forested wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.5 acres
Total area of wetland impact proposed: 0.093 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma (linear feet) Before Impact leasespecify)
N/A N/A N/A N/A N/A N/A
List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NONE
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Area of Type of Waterbody
Site Number Type of Impact* Impact (if Name applicable) ) Wat
(lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
N/A N/A N/A N/A N/A
UK caun nhpau separately ana iaentuy temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A __
Page 4 of 8
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area.: N/A
VI. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed commercial use of the project requires that the site meet Currituck, County
commercial zoning. The parking space requirements exceed the ability of the uplands to support
these parking spaces. Some spaces have been designated compact car spaces The proposed side
slopes are also shown as the "Limits of Fill" on the plans
VII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htip:Hh2o.enr.state.nc.us/ncwetlands/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or mar, if nffsite), affected stream and river basin, type and amount (acreage/linear feet)
Page 5 of 8
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant proposes to purchase 0.25 acres of in lieu mitigation from the NCEEP
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hqp://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A.
Amount of Non-riparian wetland mitigation requested (acres): 0.25 acres
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
IX. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. T he applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Page 6 of 8
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify M/A )?
Yes ? No ? If you answered "yes", provide the following :information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
"Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
X.
XI.
XII.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existinp, impervious area- 0 SF
Proposed impervious area - 57,691 SF
Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Onsite septic system proposed on the west side of the_property.
Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 7 of 8
XIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

/i /afids
Applicant/Agent's Signature i Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
NOV 29,2005 11:17A 000-000-00000
FROM : EP I FAX NO. :252 441 0721 Nov. 29 2005 09: E)5RM P2
I horeby authotize'Enviramental Professionals, Inc. to.apply for a Wionwido #18
Wetlan;l fllt permit and provide information for this project o» behalfof Curr ttlok
Commons,, ,L.L. C.
Si?satu:re
Title or Authority
lyCkS
Date

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lbemarle
& ASSOCIATES, LTD.
December 2. 2005
NCDENR Land Quality Section
943 Washinqton Square Mall
Washington, NC 27889
ATTN: Mr. William Moore. PE
RE: Currituck Commons
Dear Mr. Moore:
Please find the enclosed Stormwater Management submittal for Currituck Commons.
We intend to begin construction on the site in Spring of 2006. The project is a
commercial development with three buildings.
i he existing site currently has no stormwater management. We are proposing to
manage stormwater through an infiltration basin, pipes, swales, and porous concrete
pavement. Overflow and bypassing will be to the rear of the site.
Enclosed with this letter are the site plan, applicable application forms, fee, and
supporting data and calculations for this work. An operation and maintenance
agreement for the porous concrete pavement has been developed and included.
Please do not hesitate to call me if you have any comments or questions regarding this
project.
Sincerely,

Jared L. Madewell, PE
Project Engineer
Attachments
cc: 07387A
Client
Engineering - Surveying -- Land Planning
P. 0. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]
OFFICE USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION j N
4 1,? ?f L
1. Applicants name (specify the name of the corporation, individual, etc. who owns the proj
Currituck Commons, LLC r-1-;
2. Print Owner/Signing Official's name and title
(person legally responsible for facility and compliance) ;.. ' F RRAt1c'H
Ms. Estella Cummings
3. Mailing Address for person listed in item 2 above:
607 West Durham Street
City: Kill Devil Hills State: NC Zip: 27948
Telephone Number: 252480-9223
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Currituck Commons
5. Location of Project (street address):
8425 Caratoke Hwy.
City: Powells Point County: Currituck
6. Directions to project (from nearest major intersection):
From the intersection ofNC12 and US158 proceed west for 8.0 miles toward Powells Point. Site is on the
7. Latitude: 36° 7.21'N
Longitude: 75° 49.74'W
of project
8. Contact person who can answer questions about the project:
Name: Mr. Jared L. Madewell, PE Telephone Number:
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal
252 ) 441-2113
Modification
Form SWU-101 Version 3.99 Pagel 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. Specify the type of project (check one):
Low Density High Density Redevelop X General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control X 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
M. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will flow to an infiltration basin along one side of the site by sheet flow, gutters and downs outs, _
swales, drop inlets and pipes. Forty percent of the impervious area bypasses the infiltration basin
Double the storage volume of the 1" storm has been provided within the basin for the remaining sixty percent
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area: 3.37 Acres, 4. Project Built Upon Area: 39.8 %
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area If there are more than two 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 Areal Drainage Area 2
Receiving Stream Name See Attached Sheet See Attached Sheet
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious* Area
% Impervious* Area (total)
Impervious* Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings See Attached Sheet See Attached Sheet
On-site Streets
On-site Parking
On-site Sidewalks
Other on-site
Off-site
Total: Total:
r •? ?• + .Y ?••w + ?+• •••? vu••• uWwt urcu trtctuutag, out not rtmirea to, outiaings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4
7. How was the offsite Impervious area listed above derived? From calculations based upon what is proposed.
_
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 development 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 with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
Changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate, or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102
Form SW-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SW-108
Form SW-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4
VI. SUBMITTAL REQUIRMENTS
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 _X
• One copy of the applicable Supplement Form (s) for each BMP X
• Permit application processing fee of $420 (payable to NCDENR) X
• Detailed narrative description of stormwater treatment/management X
• Two copies of plans and specifications, including: X
- 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 AUTORIZATION
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 of firm): Albemarle & Associates, Ltd. - Mr. Jared L. Madewell, PE
Mailing Address: P.O. Box 3989, 115 West St. Clair Street
City: Kill Devil Hills State: NC Zip: 27948
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type person listed in General Information, item 2) Ms. Estella Cummings
Certify that the ' o atio cluded on dol permit applica ' form is, to the best of my knowledge, correct and
that the project 11 co cte co o ce with a roved plans, that the required deed restrictions
and protective v rd at the p ed roject complies with the requ' ments of SA
NCAC 2H
Signature: Date:
Form SWU-101 Version 3.99 Page 4 of 4
Permit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name: Currituck Commons
Contact Person: Mr. Jared L. Madewell, PE Phone Number: 252-441-2113
This worksheet applies to: Basin No. 1 in Drainage Area 1
(as Wnrfled on plans) (Prom Form SWU-101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil 'type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
BoA & Mu
>20 in/hr r cf/hr/sf (circle appropriate units)
<5.5 fmsl (Seasonal High Water Table elevation)
1.0 inch (L 5 inch event for SA waters, 1 inch event for others)
8,439 c.f.
0.10 Days
195.0 ft. x 28.1 ft.= 5,479 sq.ft. (bottom dimensions)
8,659 c.f.
7.50 Fmsl
10.45 Fmsl
10.50 Fmsl
Form SWU-103 Rev 3.99 Page 1 of 3
III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2H. 1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Ids
a. System is located 50 feet from class SA waters and 30, feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and maintenance
and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is attached:
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built-out potential from all surfaces
draining to the system, including any off-site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all pertinent
draw-down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
Form SW- 103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re-seed as necessary to maintain adequate vegetative cover, mow vegetated cover to
maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow structures for
blockage and deterioration. Remove any blockage and repair the structure to approved design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when the depth in the
pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original design depth
without over-excavating. Over-excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a stormwater
treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original design depth so that
accurate sediment accumulation readings can be taken. The measuring device used to determine the depth at the benchmark
shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments.
When the design depth reads _0.75_ feet in the pretreatment unit, the sediment shall be removed from both the
pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as allowed
by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five maintenance procedures
listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: Ms Estella Cummings
Address:
Phone:
Signature:
Note: Theplegally responsible party should not be a homeowners association unless more than 50% of the lots have been sold
and a residents of the subdivision has been named the president.
rj?
I? W t • L/? L. 1. , a Notary Public for the State of /l'or• &4t?#.t , County of
do hereby certify that fC r14 C.x..a,.t ta%C S personally appeared before me
this day of a? and acknowledge the due execution of the forgoing infiltration
basin maintenance
zpe t W e y hand and official seal,
My commission expires Z? Zd ?C?
?aTAR?. 1o?
Signatu
0? AUD LtiG r: ' 0
`@.?Counki'-Z
Currituck Commons
Stormwater Management Application
Infiltration Basin Supplement Attachment
Drainage Area 1
Infiltration Basin 1
Section lI - Design Information
Soils Report Summary - The Soil Survey for Currituck County has established an
infiltration rates for the Bojac loamy sand type (where the infiltration basin is
located) to be 6-20 inches per hour and 2.0 to 6.0 inches per hour for the Munden
loamy sand. Two (2) soil boring were performed on the site on November 28,
2005. Mr. John DeLucia, PE performed the borings and both Mr. DeLucia and Mr.
Jared L. Madewell, PE observed the soil. The water table was not encountered in
either borings and their locations are shown on the plan.
Section III - Required Items Checklist
Basin 1
f. The basins are located immediately adjacent to a concrete parking area to
facilitate accessibility and maintenance. Access to the parking areas is achieved off
a public right-of-way.
Basin 1
i. The first one-inch of stormwater runoff from the rear of the site and the 13,000
SF building is captured in the infiltration basin and then bypasses the basin in
events exceeding one-inch. Twice the storage volume has been provided for the
remainder of the site.
Basin 1
m. The bottom of the basin will be covered in dense vegetation.
Basin
o. The inherent shape of the basin will provide for flow distribution.
Basin 1
q. The first one-inch of stormwater runoff from the rear of the site and the 13,000
SF building is captured in the infiltration basin and then bypasses the basin in
events exceeding one-inch. Twice the storage volume has been provided for the
remainder of the site.
Basin 1
q. The proposed basin, Basin 2, will use a 12" Nyloplast Drain Basin. The drain
basin has one inlet and two outlets. The invert for the outlet to the Basin is set at
4.5 MSL which corresponds to the bottom of the basin. The invert of the second
outlet is set at which corresponds to the top of the basin. When the design
elevation in the basin is reached, the stormwater will exit the drain basin through a
pipe
PERMEABLE CONCRETE PAVEMENT OPERATION AND MAINTENANCE AGREEMENT
1. Mud or sediment tracked onto the surface shall be swept, vacuumed, or washed away as soon as possible.
2. Pavement shall not be pressure washed or painted except as required for pavement markings.
3. No substances of any kind shall be applied to the pavement for snow removal.
4. No vehicle maintenance of any kind shall be performed on the pavement.
5. Passenger vehicles only are allowed on pavement.
6. Maintenance Activity
Initial Inspection
Ensure that permeable pavement surface is free of sediment
Ensure that the contributing and adjacent area is stabilized and mowed
with clippings removed
Vacuum sweep permeable pavement surface
Inspect the surface for deterioration
Verify that the permeable pavement system dewaters between storms
Schedule
Monthly for 3 months after installation
Monthly
As needed, based on inspection
Annually
Annually
Annually
8. If the Division determines that the system is failing, the system will immediately be repaired to original design specifications. If the
system cannot be repaired to perform its design function, other stormwater control devices as allowed by NCAC 2H .1000 must be
designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five maintenance procedures
listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: Ms. Estella Cummings
Address: 607 W si Du ham Street: Kill Devil Hills NC 27948 /
Phone: 252 - 2 Date:
Signature:
Note: The llsgally responsible party should not be a homeowners association unless more than 50% of the lots have been sold
and a resident offtthe subdivision has been named the president.
I, _? t'?'( 1 .K4.c t4 , a Notary Public for the fate of ?Q?'f L&'* 10%4?' County of
do hereby certify that ?..*- t personally appeared before me
this day of , d acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witp9AswyJiand and official seal,
SEAL
r
O ? AVB LAG ? ,
Co unt
My commission expires
S
STORMWATER NARRATIVE
for
CURRITUCK COMMONS
Currituck Commons, LLC is proposing the construction of a commercial development in Currituck
County. The site is located on 3.37 acres on at 8425 Caratoke Highway. There are three (3) proposed
structures with a combined coverage of 19,673 SF. The site consists of 1.85 acres of uplands and 1.52
acres of wetlands that have been delineated and located both in the field and on the plan.
The uplands on the site are level with some trees on the northwestern and northeastern sides of the
property. The Soil Survey for Currituck County has mapped the soils within the uplands to consist of
BoA (Bojac Loamy Sand) and Mu (Munden Loamy Sand). The Bojac complex is characterized by
moderately rapid permeability and the Munden complex has moderate permeability within the first 9-
inches (subsoil) and moderately rapid below the subsoil. Elevations range from just under 9.0 MSL to
approximately 12.0 MSL. Overall coverage for the site is 39.80/(•
Stormwater management on this site is accomplished using two (2) best management practices (BMP's)
that include an infiltration basin and porous concrete pavement (PCP). The majority of the stormwater
runoff on the site is directed to the single infiltration basin on the site by either a combination of a swale,
catch basins, and a pipe or by sheet flow. Roof runoff from the 13,000 SF building will be piped to the
drop inlets and directed to the basin. The parking surface areas west of the 13,000 SF building are PCP
and the drive aisles are Portland cement concrete pavement (PCCP) whereas all the parking and drive
aisles to the east are PCCP. The PCP is underlain by 6-inches of #57 stone, so the PCP area is split 60/40
with sixty percent being calculated as grassed and forty percent being treated as impervious. The drive
within the access easement is crowned, runoff from the southern one-half of the drive will infiltrate into
the swale alongside the drive
For the purpose of the 1" design storm, there is one (1) onsite drainage area and one (1) offsite drainage
area. The offsite drainage area is the southern one-half of the common drive and runoff will infiltrate into
the adjacent swale. In extreme rain events, exceeding the design storm, the onsite drainage area becomes
two (2) drainage areas. Extreme rain event Drainage Area 1 includes the area containing the two (2)
smaller buildings, parking, and drive aisles. Extreme rain event Drainage area 2 includes the 13,000 SF
building, the concrete pavement to the northeast, and a portion of the common drive. In extreme rain
events, Drainage Area 1 will overflow at the eastern end of the infiltration basin. Pavement runoff from
Drainage Area 2 will cease flowing into the drop inlets and will sheet flow off the back edge of the
parking lot; thus, bypassing the infiltration basin. The off-site common drive swale will overflow via its
eastern end.
Two (2) soil borings were performed on the site. Soil Boring 1 is located within the northern corner of
the uplands near the infiltration basin. Soil Boring 2 is located between the two (2) smaller buildings.
Both borings were representative of a sandy loam. The groundwater table was not located in either
Boring 1 or Boring 2, defining a water table no higher than 5.0 MSL and 5.5 MSL, respectively.
????111111I1///?
c A R a(
Prepared by Albemarle & Associates, Ltd 12/2/2005
S fORMWATER CALCULATIONS
for
CURRITUCK COMMONS
Stormwater Drainage Area (Post-Development)
Drainage Area
84,506 ef - 194 ac
SURFACE AREA INFORMATION

Concrete 0.90 29,597 26,637
Porous Caucrele (Impon4ous) 0.90 2,860 2,574
Porous Concrete (Grassed) 0.10 4,289 429
Geognd 0.10 1,849 185
Building 1.00 19,673 19,673
Sidewalk 0.90 2,051 1,846
Total Impervious Area 60,319 51,344
Infiltration Basin 1.00 5,479 5,479
Total Storanrater Mamagemsent Area 5,479 5,479
Total Contributing Area 65,79! 56,823
Composite C 0.86
Contributing Area 1.51 ac
Infiltration Basin Characteristics
Basin Storage Side SI fl Volume e
Infiltration Basin 1:3 2 11,659
Total a 659
Swale Stone Side Slope Depd fl Volume c
Pipes n/a 1' Diem. 202
Swale 1:4 1.25 392
Total 392
Swales
Total
Votd Si
n/a
Main
Runoff (cfs)
2-Hour Runoff Volume (cf)
Pond Storage Volume (cf)
Pond/Swale Infiltration Volume (cf)
Void Volume Under Pond (ef)
Total Stormwater Managed (cf)
Percent Retained
Drawdown of First 1.0"
1.5• 2" 3.5•
0.5 0.75 1.0 1.71
0.65 0.98 1.30 2.21
0% 79044 9,392 16,43E
9,051 9,051 9,051 9,051
0,437 10,437 109437 10,431
0 0 0 C
9,487 19,487 19,487 19,481
115% 277x 207x 119%

E
ti Surfsce Accamtdatad
A
(SF)
ava

7.50 rea
Volume
(CFl
837 0
8.00 1472 577
9.00 2649 2638
10.00 4046 5986
10.45 4794 8438
10.50 5489 8659
2.40 Hours 0.10 Days
• - Stormwater falling upon the drainfield and perimeter areas with great than two feet separation
excluded ftom calculations due to the porosity of mdstmg conditions.
•" - based on two hour infiltration rate.
`?!M fl (jj
j R p ii
Q,
• 0.,2993
? ?. 1 ''ev
IvG
As,
,1'1A
Prepared by Albemarle & Associates. i.td 1=2005
S I URM W A I hK UALCULA HUNS
for
M TPI?M Try rnr,rn,rnTTQ
offeite RwalP
DrainneeAren 7.028 sf a 0.16 ac
SURFACE AREA INFORMATION
t13. zh9. y-.J?? Ora - ?'
Concrete 0.90 3,828 3,445
Porous Concrete (Impervious) 0.90 0 0
Porous Concrete (Grassed) 0.10 0 0
Geogrid 0.10 0 0
Building 1.00 0 0
Sidewalk 0.90 0 0
Total lmperviousArea 3,828 3,445

Infiltration Basin 1.00 0 0
Total Stormwater Management Area 0 0
Total Contributing Area 3,828 3,445
Composite C 0.90
Contributine Area 0.09 ac
Tnfiltratian Rnain Charartrr19t1¢i
Basin Storage Side Slope Depth ft Volume c
Infiltration Basin 13 2 0
Total 0
Swale Storage Side Slope Depth (ft)
300 LF 1:4 1.25 2,250
Total 2

A R
1?O ti qt
029 31
• Z n„
WND
/?ditlfiil?i1Iw \\\?\
Infiltration Volume
Infiltration Basin 0 0.00 0
Swales 3,000 10.00 5,000
Total 3,000 -91000
Void Space Pond Center a Void S oe •/. ft Void Volume c Depth
n/a
Main 20.00 1.00 0
n
Stormwoter Management 1" 1.5" 2" 3.5"
Intensity (in./hr) 0.5 0.75 1.0 1.
Runoff(cfs) 0.04 0.06 0.08 0.
2-Hour Runoff Volume (cf) 285 427 569 9
Pond Storage Volume (cf) 2,250 2,250 2,250 2,2
Pond/Swale Infiltration Volume (cl) 5,000 5,000 5,000 5,0
Void Volume Under Pond (cf) 0 0 0
Total Stormwater Managed (cf) 7,250 7,250 7,250 792
Percent Retained 2546 h 1698•/. 1273•/. 728
- Stormwater falling upon the drainfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
- based on two hour infiltration rate
Albemarle & Associates, Ltd. 12/2/2005
STORMWATER CALCULATIONS
for
ri 1RRITUr1C COMMONS
Extreme Rain Event Drainage Area #1
Drainage Area
SURFACE AREA INFORMATION
1i W nrdt.: , . r M
T ?
WTFF
Concrete 0.90 10,082 9,074
Porous Concrete (Impervious) 0.90 2,860 2,574
Porous Concrete (Grassed) 0.10 4,289 429
Geogrid 0.10 0 0
Building 1.00 9,113 9,113
Sidewalk 0.90 2,051 1,846
Total Impervious Area 28,395 23,035

Infiltration Basin 1.00 0 0
Total Stormwater Management Area 0 0
Total Contributing Area 28,395 23,035
50,580 sf s 1.16 ac
Composite C 0.81
Contributing Area 0.65 ac
Infiltration Basin Characteristics
Basin Storage Side Slope Depth th ft Volume c
Infiltration Basin 1:3 2 0
Total 0
Swale Storage Side Slope Depth tt Volume c
n/a 0 0 0
Total 0
11n91f-?in.. wr 1 a...r .._ ? _.. !.n
Swales
Total
5,479
0
5,479
0.00
??\\111111/1
VG
Infiltration
9,13
0
n/a 20.00 1.00 0
F
Mara i - 0
Stormwater Management 1" 1.5" 2" 3.5" PrelPost Dev. Diff.
Intensity (b•/hr) 0.5 0.75 1.0 1.75 0.75
Runoff(cfs) 0.26 0.40 0.53 0.93 0.40
2-Hour Runoff Volume (co 1,904 2A% 3,807 6,663 5947
Pond Storage Volume (cf) 0 0 0 0 0
Pond/Swale Infiltration Volume (cf) 9,132 9,132 9,132 9,132 9,132
Void Volume Under Pond (cf) 0 0 0 0 0
Total Stormwater Managed (cf) 9,132 9,132 9,132 9,132 9,132
Percent Retained 480% 320% 240% 137% 154%
• - Stormwater falling upon the drainfeld and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
•• - based on two hour infiltration rate.
Albemarle & Associates, Ltd.
12/2/2005
J 1 UKIVIwA 1 hK UALI:ULA I IUM
for
Extreme Rain Event Drainage Areg 41
Drninnve Arem
84.6116 -if - 1.94 me
SURFACE AREA INFORMATION
`
Concrete 0.90 29,585 26,626
Porous Concrete (Impervious) 0.90 2,861 2,574
Porous Concrete (Grassed) 0.10 4,291 429
Geogrid 0.10 1,849 185
Building 1.00 19,673 19,673
Sidewalk 0.90 2,050 1,845
Total Impervious Area 60,308 51,333
vh.n
Infiltration Basin 1.00 4,701 4,701
Total Stormwater Management Area 4,701 4,701
Total Contributing Area 65,009 56,034
Composite C 0.86
Contributine Area 1.49 ac
Infiltr2tinn Ruain C'hnraeterictirs
Basin Stone Side Slope Depth ft Volume
Infiltration Basin 1:3 2 7,985
Total 7,995
Swale Storage Side Slope Depth ft Volume c
n/a 0 0 0
Total 0
rwRU....in.. #• 1 C...! - A - I-^ -A--- I
Swales
Total
5,479
0
5,479
0.00
\\11110111111
RO r?
6?'bFSSS/
U'2 _
`. 1
n/a I 20.00 I 1.00 0
Main 0
Stormwater Management 1" 1.5" 2" 3.5" Pre/Post Dev. Diff.
Intensity (in./hr) 0.5 0.75 1.0 1.75 0.75
Runoff(cfs) 0.64 0.96 1.29 2.25 0.96
2-Hour Runoff Volume (co 4,631 6,946 9,262 16,208 5947
Pond Storage Volume (co 7,985 7,985 7,985 7,985 7,985
Pond/Swale Infiltration Volume (cf) 9,132 9,132 9,132 9,132 9,132
Void Volume Under Pond (cf) 0 0 0 0 0
Total Stormwater Managed (cf) 17,117 17,117 17,117 17,117 179117
Percent Retained 370•/. 246% 185% 106•/. 288•/.
• - Stormwater falling upon the drainfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
** - bacnA nn twn hnur infiltmtinn rate
Albemarle & Associates. Ltd.
12/2/2005
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Soil Borings
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Currituck Commons
Soil Boring Soil Boring
depth B-i U-2
0"-4" brown sandy topsoil
top soil
4" - 6" brown sandy topsoil
loam
6" -12" reddish brown brown sandy
sandy loam loam
12" -18" reddish brown brown sandy
sandy loam loam
18" - 24" reddish brown brown sandy
sandy loam loam

'
" slightly moist brown sandy
24!
- 30 reddish brown loam
sandy loam

"
" slightly moist brown sandy
30
- 36 reddish brown loam
sandy loam
X' - 42" slightly moist brown sandy
tan sandy loam loam
42„ - 48" slightly moist brown sandy
tan sandy loam loam
48" moist tan sandy light brown
loam sandy loam
54" - 60" very moist tan light brown
sandy loam sandy loam
very moist tan slightly moist
sandy loam light brown
sandy loam
Depth to Water not found not found
Table
surtace tlev 10.00 10.50
Appx. WT Elev - --
Albemarle & Associates, Ltd. 11/29/2005
Office Use Only: Form Version October 2001
c???2 1
USACE Action ID No. DWQ No. 4 5
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
Processing OW r=
1. Check all of the approval(s) requested for this project: a [I [I I
® Section 404 Permit DEC 2 2005
? Section 10 Permit
® 401 Water Quality Certification DENR - WATER QUALITY
? Riparian or Watershed Buffer Rules WyERMANDSTORMWATERBRANCH
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Currituck Commons, LLC
Mailing Address: PO Box 68
Kitty Hawk NC 27949

Telephone Number: 252-256-1538 Fax Number: 252-480-0989
E-mail Address: see a gent
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent ha s signatory authority for the owner/applicant.)
Name: Kendall Turnage
Company Affiliation: Environmental Professionals, Inc.
Mailing Address: PO Box 3368
Kill Devil Hills, NC 27948
Telephone Number: 52-441-0239 E-mail Address: environmentalpro(a,eart hilink.net
Page 1 of 8
Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE r equires i nformation t o b e s ubmitted o n s heets n o t arger t han 11 b y 17-inch f ormat;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Currituck Commons, LLC
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0124-000-0720-0000
4. Location
County: Currituck Nearest Town: Harbinger
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
- Traveling north on US HWY 168 Caratoke Highway the site is located on the east side o
0.35 miles south of the Hwy 168 and NCSR 1112 intersection
5. Site coordinates, if available (UTM or Lat/Long): N 36d 7.046' W 75d 49.785'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Vacant parcel
7. Property size (acres): 3.77 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Currituck Sound
9. River Basin: Pasquotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htlp:Hh2o.enr.state.nc.us/admin/mgps/.)
Page 2 of 8
10. Describe the purpose of the proposed work:_ To provide the proposed commercial
development with the required number of narking spaces per Currituck County zoning
requirements
11. List the type of equipment to be used to construct the project: Dump truck and front
end loader
12. Describe the land use in the vicinity of this project: Residential homes, mixed commercial
sites agricultural and
III. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date; permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project:, along with
construction schedules.
Jurisdictional Determination--- Action Id # 200512092
IV. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
None Manned
V. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description- nlence attach n sepnrnte sheet.
Page 3 of 8
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma acres es/no linear feet
1 Earthen fill 0.093 Yes 35 ft (ditch) Forested wetland
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www,fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.5 acres
Total area of wetland impact proposed: 0.093 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma (linear feet) Before Impact (please secif
N/A N/A N/A N/A N/A N/A
usi eacn impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NONE
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Area of Type of Waterbody
Site Number Type of Impact* Impact (if Name applicable) Wateplicabllee) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
N/A N/A N/A N/A N/A
List cacrt unpact separatety ana taenttry temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Page 4 of 8
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stonnwater requirement, etc.). N/A
Size of watershed draining to pond: N/A Expected pond surface area.: N/A
VI.
Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed commercial use of the project requires that the site meet Currituck County
commercial zoning. The parking space requirements exceed the ability of the uplands to support
these parking spaces Some spaces have been designated compact car spaces The proposed side
slopes are also shown as the "Limits of Fill" on the plans
VII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htip:Hh2o.enr.state.nc.us/ncwetiands/strmgide.html.
and/or mar, 1f offsIte), affected stream and river basin, type and amount (acreage/linear feet)
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
Page 5 of 8
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant proposes to purchase 0.25 acres of in lieu mitigation from the NCEEP
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hqp://h2o.enr.state.nc.us/wrp/index.htm, If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A.
Amount of Non-riparian wetland mitigation requested (acres): 0.25 acres
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
IX. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. T he applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Page 6 of 8
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ? If you answered "yes", provide the following :information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s uae feet
Multiplier
Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
/.one i extenas out Su teet perpenamcutar trotn near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
X. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious area- 0 SF
Proposed impervious area - 57,691 SF
XI. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Onsite septic system proposed on the west side of the_property.
XII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 7 of 8
XIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
None

Applicant/Agent's Signature / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
NOV 29,2005 11:17A 000-000-00000
FROM :EPI FAX NO. :252 491 0721 Nov. 25 2005 09:o5pm P2
1 hereby authorize Environmental Professionals, Inc. to-apply for a Nationwide #18
Wetland fillpennit and provide information for this project on behalf of Curr tuck
Commons,!.,. T.,, t".
Si?atu?r
_ C
'title or Authority
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Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. X 0 5 2 1 4 5
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
D
1. Check all of the approval(s) requested for this project:
® Section 404 Permit IEC 2 b
? Section 10 Permit 2005
® 401 Water Quality Certification DENR - W,
wErts,wo srp g'sH
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is. proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: Currituck Commons, LLC
Mailing Address: PO Box 68
Kitty Hawk NC 27949
Telephone Number: 252-256-1538 Fax Number: 252-480-0989
E-mail Address: see agent
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Kendall Turnage
Company Affiliation: Environmental Professionals, Inc.
Mailing Address: PO Box 3368
Kill Devil Hills, NC 27948
Telephone Number: 52-441-0239 E-mail Address: [e-mail]
Pagel of 8
Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE r equires i nformation t o b e s ubmitted o n s heets n o t arger t han 11 b y 17-inch f ormat;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project:_ Currituck Commons, LLC
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0124-000-0720-0000
4. Location
County: Currituck Nearest Town: Harbinger
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):
Traveling north on US HWY 168 Caratoke Highway the site is located on the east side o
0.35 miles south of the Hwy 168 and NCSR 1112 intersection
5. Site coordinates, if available (UTM or Lat/Long): N 36d 7.046' W 75d 49.785'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Vacant parcel
7. Property size (acres): 3.77 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Currituck Sound
9. River Basin: Pasquotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
Page 2 of 8
10. Describe the purpose of the proposed work:_ To provide the proposed commercial
development with the required number of parking spaces per Currituck County zoning
requirements
11. List the type of equipment to be used to construct the project: Dump truck and front
end loader
12. Describe the land use in the vicinity of this project: Residential homes, mixed commercial
sites agricultural and
III. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date; permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project:, along with
construction schedules.
Jurisdictional Determination--- Action Id # 200512092
IV. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
None planned
V. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or descrintion- please attach a separate sheet.
Page 3 of 8
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
1 Earthen fill 0.093 Yes 35 ft (ditch) Forested wetland
T List eacn impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 1.5 acres
Total area of wetland impact proposed: 0.093 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma (linear feet) Before Impact leasespecify)
N/A
* N/A N/A N/A N/A N/A
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wvvw.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: NONE
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Area of Type of Vllaterbody
Site Number *
Type of Impact Impact Name of Waterbody
(if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
N/A
1k T : _L N/A N/A N/A N/A
caCH 1111Na';L bUPdJdieiy and iuennty temporary impacts. impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Page 4 of 8
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwatcr requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area.: N/A
VI. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed commercial use of the project requires that the site meet Currituck County
commercial zoning. The parking space requirements exceed the ability of the uplands to support
these parking spaces. Some spaces have been designated compact car spaces The proposed side
slopes are also shown as the "Limits of Fill" on the plans
VII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or mar, if oMite), affected stream and river basin, typc and amount (acreage/linear feet)
Page 5 of 8
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant proposes to purchase 0.25 acres of in lieu mitigation from the NCEEP
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at b.9p:Hh2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A.
Amount of Non-riparian wetland mitigation requested (acres): 0.25 acres
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
IX. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. T he applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Page 6 of 8
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ? If you answered "yes", provide the following :information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
cane i extenas out )v reet perpenaicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
X. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious area- 0 SF
Proposed impervious area - 57,691 SF
XI. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject. facility.
Onsite septic system proposed on the west side of the property.
XII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 7 of 8
XIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 8 of 8
NOV 29,2005 11:17A 000-000-00000
FROM :EPI FAX NO. :252 441 0721 Nov. 29 2005 09:05AM P2
I hereby authotwe Environmental Professionals, lnc. to:apply for a Nationwide #:18
Wetland filtpennit and provide information for this project on'beheYofCurrituck
commons, L.U.
.' ,/
Signature
`Poi
Title or Authority
Date

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'"OW,
lbemarle
& ASSOCIATES, LTD.
December 12, 2005
NCDENR Division of Water Quality
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTN: Ms. Cyndi Karoly, Supervisor
RE: DWQ Project # 05-2145
Currituck County
Currituck Commons
Dear Ms. Karoly:
Find enclosed a copy of the Stormwater submittal that we sent to the regional DWQ
office in Washington on December 2, 2005. 1 trust that this information will answer
questions raised in your December 6, 2005 letter. A copy of the enclosure is also being
sent to Kyle Barnes in Washington.
Please continue processing the application for this project.
Jobn M. DeLucia,
Principle Engineer
J M D/aws
JD
Enc. Ci
Ktp
cc: Kyle Barnes (with enclosures)
Kendall Turnage of EPI
Client
File 07387A
Engineering -- Surveying -- Land Planning
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]
0F W A Tr 9 Michael F. Easley, Governor
?
0 G
' William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

p Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2005
DWQ Project # 05-2145
Currituck County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Currituck Commons, LLC
P.O. Box 68
Kitty Hawk, NC 27949
Subject Property: Currituck Commons, LLC
Currituck Sound [030154, 30-1, SC]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On December 2, 2005, the Division of Water Quality (DWQ) received your application dated
November 29, 2005, to impact 0.093 acres of wetland to construct the proposed residential and
commercial mixed use site. The DWQ has determined that your application was incomplete
and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and
will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide the location of any proposed stormwater management practices as
required by GC3402.
2. Please provide detail for the stormwater management practices as required by GC3402.
3. Please provide the percent of project imperviousness area based on the estimated built-
out conditions. The applicant is reminded that a stormwater management plan is required
for projects that have greater than or equal to 30% total impervious post-construction area
on-site.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Kyle Barnes of the DWQ Washington Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
None CaroJina
401 Oversight/Express Review Permitting Unit Naturally
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Currituck Commons, LLC
Page 2 of 2
December6, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
J •?
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
Enclosures: GC3402
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Kendall Turnage, Environmental Professionals, Inc., P.O. Box 3368, Kill Devil Hills, NC
27948
Filename: 052145Cu rrituckCommonsLLC(Currituck)On_Hold
RE: DWQ # 05-2145 Currituck Commons
Subject: RE: DWQ # 05-2145 Currituck Commons
From: Laurie Dennison <[e-mail]>
Date: Wed, 07 Dec 2005 08:33:44 -0500
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
052145CurrituckCommonsLLC(Currituck)On_Hold.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1 12/7/2005 8:34 AM
Re: Curr'tuck Commons, LLC
AO*
K

Subject: Re: Currituck Commons, LLC
From: "EPI" <[e-mail]>
Date: Tue, 6 Dec 2005 08:38:56 -0500
To: "Laurie Dennison" <1 aurie.j. denni son@ncmail. net>
Please use the following as a contact for Currituck Commons
Ms. Estella Cummings
Thanks,
Kendall Turnage
Environmental Profesionals, Inc.
---- Original Message -----
From: "Laurie Dennison" <laurie.i.dennison(a)-ncmail.net>
To: <environmentalpro(a)-earthlink.net>
Sent: Tuesday, December 06, 2005 8:12 AM
Subject: RE: Currituck Commons, LLC
> Kendall:
> I'm in need of an individual's name associated with Currituck Commons,
> LLC (as permit Owner/Applicant) to enter Currituck Commons project into
> the database. Please reply to this email with that information at your
> convenience.
> Thank you,
> Laurie Dennison
> Administrative Assistant
> DENR-DWQ
> Wetlands/401 Unit
1 of 1 12/6/2005 8:47 AM
RE: Curr'ruck Commons, LLC
? w
Subject: RE: Currituck Commons, LLC
From: Laurie Dennison <[e-mail]>
Date: Tue, 06 Dec 2005 08:12:07 -0500
To: [e-mail]
Kendall:
I'm in need of an individual's name associated with Currituck Commons, LLC (as permit
Owner/Applicant) to enter Currituck Commons project into the database. Please reply
to this email with that information at your convenience.
Thank you,
Laurie Dennison
Administrative Assistant
DENR-DWQ
Wetlands/401 Unit
1 of 1 12/6/2005 8:17 AM
Nnot,Os vte-c, v a
Ecus,vstem
PROGRAM
December 5, 2005
06-
UU%-r rftu- J? Ur-111A
P .?
VN?
D? tJ ? ? 7,nG5
WE i I Ntl:i':> hN[) 43 + ? Yi!tA':^tA ; t .ta aPPN
Kendall Turnage
Environmental Professionals, Inc.
P.O. Box 3368
Kill Devils Hills, NC 27948
Project: Currituck Commons County: Dare
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Pasquotank 0 0.093 0 0 0 0 0 0
03010205
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
nneerely,
iam D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Doug Huggett, Division of Coastal Management
Scott Jones, USACE - Washington
Kyle Barnes, DWQ Regional Office - Washington
File
RUtor' ... E ... Protect' our State AcUM-
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
ENVIRONMENTAL PROFESSIONALS, INC. 2 o 0 5 2 1UZ§TMn @0 [? VJ e MWH T TQ[L
Planning For A Better Environment
P.O. Box 3368
KILL DEVIL HILLS, NORTH CAROLINA 27948
[phone]
FAX [phone]
3-evv "C e (f
WE ARE SENDING YOU I Attached F] Under separate cover via
_I Shop drawings L-1 Prints [_1 Plans
LJ Copy of letter CI Change order I 1
DnrF
/t -; G Off- Jorl No
??'?7?
A] 11-N I ION
10
C ?lfr +, dc e"01" "e.'J, L L L
tk7C[Id[aG?icle _ lc.vtid

_1 Samples
the following items:
1? Specifications
CO
PIES DATE NO. DESCRIPTION
/ /
G i e Ck ,, b lC C . /(/c"/J tit/[ ' ley c?UC? .CSC'
s f' /lief ?„ w ?? - j /;°< < ??t ??? • oti' ?^ i.,?.,

nn rig rr: 4- r-3 n w r! 3 n.

DEC 2 2005
THESE ARE TRANSMITTED as checked below:
_ For approval
L7 For your use
F I As requested
L7 For review and comment
I1 FORBIDS DUE
REMARKS
C Approved as submitted
Cl Approved as noted
? Returned for corrections
DENR - WATER QUALITY
WETLANDS AND STORMWATE:R BRANCH
Resubmit copies for approval
? Submit copies for distribution
LI Return corrected prints
I PRINTS RETURNED AFTER LOAN TO US
I
COPY TO S /?> n`v ???d S ,? 7 ??
SIGNED:
If enclosures are not as noted, kindly notify us at once.
DWQ# DO 65 a q5
Plan Detail Incomplete
Date Who Reviewed: C46?n rA07h San
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.

? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.

11
11
Please locate any planned sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by GC 3 ?N
Please provide detail for the stormwater management practices as required by GC-14-0
?f
Sj
Please specify the percent of project imperviousne s area based on the estimated built-out conditions.
-N-4 o.Qp V. co-i\k : s c e.t?.? cA -+k4 o, Stormw4Ai- rV\ P Ion lto
Please indicate all stormwater outfalls on the site plan. f el k`r nrf?Aoto 4 _y (?
Please indicate the diffuse flow provision measures on the site plan. Qtr-QAJLr rte. W?- (:)(- co 1 -t
Please indicate whether or not the proposed impacts already been conducted. ,0 ? idW t fMQ°? "J?oyip 'p-
Con wktP^ AA or 2w oy\ S : f 2.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the - labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of -stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC M .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
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