20070397 Ver 1_401 Application_20070307

P~',YMENT
~k P o ~ _ ~o3a'1 RECEIVED
TTY JOHN R. McADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Ms. Lia Myott Date: March 8, 2007
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard
*" FEDERAL EXPRESS "*
Raleigh, North Carolina 27604
Re: Hampstead Commercial Site
Job No.: FRE-06000
I am canrlinn vnu tha fnllnwinn itPm(cl•
COPIES DATE NO. DESCRIPTION
1 Check #1056 for 401 Permit Fee
5 GC 3402, NWP 39 PCN letter dated 3/8/07
5 Pre-Construction Notification PCN
5 A ent Authorization Form
5 USGS Quad - To sail
5 Pender Count Soil Surve
5 Prelimina Wetland Surve
5 Ori final Pro osed Site Plan
5 Overall Site Plan Tract "A"
5 Overall Site Plan Tract "C"
5 Wetland Im act Ma Ke Insets 1-2
These are transmitted as checked below:
^ As requested ^ For your use
® For approval ^
^ For review and comment ^
Copy to: C. Van der Wiele Signed:
Candy Kar
Group Fac itato
FOR INTERNAL USE ONLY _
^ Copy Letter of Transmittal Only to File ~,` i~ . , ~ .S
n8 ~
~ '.~a~
® Copy Entire Document to File ~i ~ ~ '~ c, ~#I, 7
CIVIL ENGINEERING • LAND PLANNING • SURVEYING ~y~_;,
PO Box 14005 • Research Triangle Park, NC 27709 [phone] fax [phone] '~N~TLA~~rv., '=;=';J ` !s°~*tlNrpirR Ar~a~a~4
www.johnrmcadams.com

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THE JOHN R. McADAMS COMPANY, INC.
March 8, 2007
Ms. Lia Myott
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
Re: GC 3402, NWP 39 (PCN)
Hampstead Commercial Center
FRE-06000
Dear Ms. Myott:
On behalf of Frieze Enterprises, we are applying for a General Certification
(GC) 3402 and corresponding Nationwide Permit (NWP) 39, for impacts to
waters of the U.S.
The project site is located at the intersection of US Highway 17 and
Ravenwood Road in Pender County, North Carolina, approximately 1,000-
feet north of the intersection of US Highway 17 and Country Club Drive.
Please find enclosed for your review two copies of the following items:
• Pre-construction Notification (PCN)
• Agent Authorization Form
• USGS Quad -Topsail
• Pender County Soil Survey
• Preliminary Wetland Survey
• Original Proposed Site Plan
• Overall Site Plan Tract "A"
• Overall Site Plan Tract "C"
• Wetland Impact Map Key (Insets 1-2)
Research Triangle Park, NC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
Durham, North Carolina 27713
800-733-5646
919-361-5000
919-361-2269 Fax
Charlotte, NC
5311 Seventy-Seven Center Drive,
Suite 66
Charlotte, North Carolina 28217
800-733-5646
704-527-0800 ~'
704-527-2003 Fax i
www.johnrmcadams.com
JURISDICTIONAL WATERS: Land Management Group conducted
jurisdictional wetland/stream delineation for the project site. Mr. Ronnie
Smith (USAGE representative) originally field verified the delineation on
June 16, 2005 (AID 200500906), and Lillette Granade signed the original
jurisdictional determination. The wetland delineation has since been re-
verified by Mr. Brad Shaver, on February 15, 2007. A total of approximately
7.11-acres of jurisdictional wetlands (Tract "A" approximately 0.93-acres;
Tract "C" approximately 6.18-acres) were identified on the project site.
Wetland area "D" is shown incorrectly on the preliminary survey by Gary
Keyes. The upland island within wetland area "D" (~1.3-acres) was subtracted
from the 7.4-acre depicted on the survey to achieve the 6.1-acre total of
wetland area "D".
Comprehensive Land Development Design Services
We help our clients saticceed.

SiytcE-~ ~9~9
THE JOHN R. McADAMS COMPANY, INC.
Ms. Lia Myott
Hampstead Commercial Center
March 8, 2007
Page 2 of 4
PROPOSED PROJECT:
The project site consists of two tracts of land (Tract "A" 14.12-acres and Tract
"C" 18.34-acres) totaling 32.46-acres. Tract "B" is not owned by the
applicant; however, there is an access easement from tract "A" to tract "C".
Currently the project site is undeveloped and consists of emergent vegetation
located within the southern half of Tract "A" and forested areas in the
remaining areas of Tract "A" and continuing into Tract "C". The proposed
development is consistent with current zoning of the project site (Planned
Development District (PD)) and the surrounding land uses within the vicinity.
The proposed development consists of the construction of an approximately
80,000 square foot retail shopping center with an approximately 48,000 square
foot grocery anchor, associated parking facilities, utilities, sanitary septic
drainage fields, and stormwater management infiltration basins (see Overall
Site Plan Tracts "A" and "C"). This commercial center is proposed to provide
goods and services to the growing Hampstead community and surrounding
area. Tract "A" will also contain two commercial out-parcels facing US
Highway 17. Proper sedimentation and erosion control methods will be
utilized during construction of the project. Wastewater will be treated in septic
drainage fields located within Tracts "A" and "C". Stormwater management
infiltration basins will be constructed in Tract "C" and a permanent access
road from Tract "A" to Tract "C" will be constructed to the basin in the
southern section of Tract "C".
PROPOSED IMPACTS:
INSET 1: Construction of the parking facilities on Tract "A" are proposed to
permanently impact approximately 0.38-acres and temporarily impact
approximately 0.04-acres of jurisdictional wetlands (see Inset 1). The original
layout proposed 0.49-acre of wetland impact associated with the parking lot,
but to minimize impact to the wetland complex at this location, the corner of
the parking lot was re-designed and needed spaces were moved to the side of
the anchor tenant (original layout attached). Limiting the amount of required
parking spaces for the retail shopping center has been done to maximum
extent practicable in an effort to minimize impacts to jurisdictional wetlands.
INSET 2: A permanent access road from tract "'A" to tract "C" is proposed
that would result in 0.08-acre of permanent wetland impact to tract "C" to
construct the stormwater infiltration basin. As well, there is a proposed
temporary impact of 0.03-acre of wetlands associated with the excavation and
burial of the stormwater pipes directed to the infiltration basin.

S`irtc°~~ 1 X79
THE JOHN R. McADAMS COMPANY, INC.
Ms. Lia Myott
Hampstead Commercial Center
March 8, 2007
Page 3 of 4
The nearest receiving body of water is Old Topsail Creek, which is located
approximately 200-feet north of the project site. Old Topsail Creek has been
classified as a SA/HQW waters (High Quality Shellfish Waters) at Factory
Road in the Town of Hampstead (approximately 0.25-mile south of the project
site). The project as a whole is approximately 27% impervious, as such;
stormwater management is required to accommodate a high density
development as defined by DWQ. The high density stormwater management
option requires an infiltration basin be located within area in the southern
section of Tract "C" outside of jurisdictional wetlands (approximately 50-feet
away from the nearest wetland boundary).
An area located within the southern section of Tract "A" was examined as a
potential location for the infiltration basin. However, sanitary septic drainage
fields are also required as part of the project, and based on soil permeability
testing, it was determined that the only location for the drainage fields was
within the southern section of Tract "A" and the northern section of Tract "C".
Consequently, an infiltration basin must be located within the southern section
of Tract "C" with a supplemental basin also located within the northern
section of the Tract "C".
To gain access to the location of the proposed stormwater management
infiltration basin located in the southern section of Tract "C", an access road is
required to be constructed (see Inset 2). As a result, 0.08-acre of jurisdictional
wetland is proposed to be impacted due to constructing the access road. To
minimize impacts to the wetland system as a whole, three 12-inch reinforced
concrete pipes (RCP) will be installed for aquatic life passage. The proposed
location of the access road has been aligned to cross the narrowest point of the
wetland system to minimize impacts. As well, there is a proposed temporary
impact of 0.03-acre of wetlands associated with the excavation and burial of
the stormwater pipes directed to the infiltration basin.
MITIGATION: The project site was designed to minimize impacts to
aquatic resources, while utilizing the remaining parcel for commercial
development. In total, there are approximately 7.11-acres of jurisdictional
wetlands located on the project site (Tracts "A" and "C" combined); of which,
a total of approximately 0.46-acres of wetlands are proposed to be
permanently impacted. Approximately 6.65-acres of existing wetlands will not
be impacted by the proposed site plan. The applicant proposes to preserve the
remaining 6.65-acres of wetlands with deed restrictions. This would be a
preservation mitigation ratio of 14.45 to 1. If further compensatory mitigation
is required, the applicant proposes to make an in-lieu payment to the North
Carolina Ecosystem Enhancement Program.

Siyrce 199
THE JOHN R. McADAMS COMPANY, INC.
Ms. Lia Myott
Hampstead Commercial Center
March 8, 2007
Page 4 of 4
CONCLUSION: Frieze Enterprises proposes to develop a retail shopping
center with associated parking facilities, utilities, sanitary septic drainage
fields, and stormwater management infiltration basin at the project site located
at the intersection of US Highway 17 and Ravenwood Road in Pender County,
North Carolina. The proposed development has proposed permanent wetland
impacts totaling approximately 0.46-acres and proposes to temporarily impact
approximately 0.07-acres of jurisdictional wetland to facilitate the
development. The applicant proposes compensatory mitigation, at a 14.45 to 1
ratio, by preserving the remaining 6.65-acres of wetlands located at the project
site. If further mitigation is required, the applicant proposes to make an in-lieu
payment to the North Carolina Ecosystem Enhancement Program.
A similar application package is being sent to NCDWQ for their review.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
me at [phone].
Sincerely,
THE JOHN R. McADAMS COMPANY, INC.
Kevin Yates
Senior Environmental/Wetland Scientist
Stormwater and Environmental Department
JKY/cmk
Enclosures

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~-K-p ~~ ~ ~ 3 q ~
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
Processing
P~~YM ENT
RECEIVED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 Residential,
Commercial and Institutional Development; GC 3402
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^ Pro: e~ ct is
located in a coastal county; however, it is not within an AEC. ~- , ~--E ~ 4 " ~ r'~''
_- ~ ;
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II. Applicant Information ~''~ ~~ !~
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PV' .,,'K ~i ~ ~
Owner/Applicant Information . ., ~~,_;;~~;~
Name: Frieze Enterprises, Attn: Gordon Frieze ti. ~-~'~~~~ ~ ' `~~~~`~'~~"t~'~~~~~u"
Mailing Address: 5710 Oleander Drive; Wilmington, NC 28403
Telephone Number:910-262-5450 Fax Number: 910-799-3237
E-mail Address: frg_ ieze(a~bizec.rr.com
2. Agent/Consultant 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:The John R. McAdams Comaanv. Attn: Kevin Yates
Company Affiliation: Senior Environmental/Wetland Scientist
Mailing Address:2905 Meridian Parkway; Durham, North Carolina 27713
Telephone Number:919-361-5000
Fax Number:919-361-2269
E-mail Address:.. a~(a~johnrmcadams.com
Updated 11 / 1 /2005
Page 5 of 13

III. 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 maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USAGE requires information to be submitted on sheets no larger than 11 by 17-inch format;
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: Hampstead Commercial Development
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):3293-86-5490-0000 (Tract A; 14.12-acres), 3293-
95-5740-0000 (Tract C; 18.34-acres
4. Location
County: Pender Nearest Town: Hampstead
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): The project site is located
at the intersection of US Highway 17 and Ravenwood Road in Pender County, North
Carolina. The project site is located on the east side US Highway 17 and is approximately
1 000-feet north of the intersection of US Hi way 17 and Country Club Drive.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34-23-31°N 77-40-46°W
6. Property size (acres):32.46-acres
7. Name of nearest receiving body of water: Old Topsail Creek
8. River Basin: Tract A is divided into two HUCs (Cape Fear River -HUC 03030007 and
White Oak -HUC 03030001) while Tract C is entirely within White Oak -HUC 03030001.
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.us/ad~nin/maps/.)
Updated I 1 / 1 /2005
Page 6 of 13

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project site is undeveloped with a predominance of
emer e~vegetation located within the southern half while forested in the northern half of the
subject property. According to the Pender County draft Future Land Use Map, the project
site is located within an Urban Growth Area and is zoned Planned Development District
D). Land use within the vicinity is a combination of residential, commercial, and forested
land.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project entails the construction of a retail shopping center with associated parkin
facilities utilities sanitaryseptic drainage fields and stormwater management infiltration
basin. Typical construction equipment will be used such as a front end loader, bulldozer,
and paving equipment. Proper sedimentation and erosion control methods will be utilized
during construction of the project.
11. Explain the purpose of the proposed work: This commercial center is proposed to provide
goods and services to the growing Hampstead community and surrounding area. The purpose
of the proposed work is to construct an approximately retail shopping center with an
~~roximately 48 000 square foot grocery anchor on Tract A. Tract A will also contain two
commercial outparcels facing US Highway 17. The proposed site plan will minimize
impacts to jurisdictional wetlands the most practicable extent possible. Avoidance measures
include limiting the amount of required marking spaces for the retail shopping center within
Tract A (see Inset 1). Within Tract C the proposed location of the access road has been
aligned to cross the narrowest point of the wetland system and has been tapered down to
minimize impacts. To further minimize impacts to the wetland system as a whole, three 12-
inch reinforced concrete pipes (RCP) will be installed for aquatic life passage.
IV. 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. Land Manap~ement Group conducted a
jurisdictional wetland/stream delineation for the project site. Mr. Ronnie Smith (USACE
representative) field verified the delineation on June 17, 2005, and Lillette Granade signed
the jurisdictional determination. The wetland delineation has since been re-verified b
Brad Shaver on February 15 2007. A total of approximately 7.11-acres of jurisdictional
wetlands (Tract "A" approximately 0.93-acres; Tract "C" approximately 6.18-acres were
identified on the project site. Wetland area "D" is shown incorrectly on the preliminary
survey Gary Keyes. The upland island within wetland area "D" (~1.3-acres was
subtracted from the 7.4-acre depicted on the survey to achieve the 6.1-acre total of wetland
area "D".
V. 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.
Updated I I / l /2005
Page 7 of 13

No future permit requests are anticipated for this project.
VI. 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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Attached is the Wetland Impact Key
Map with accompanyin~ inset sheets (1-2~proposed development has proposed permanent
2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized
clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list
impacts due to hcth structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
1 (Inset 1) Permanent fill Inland, Non-tidal, PF04 no +350' 0.38
1 (Inset 1) Temporary fill Inland, Non-tidal, PF04 no +350' 0.04
2 (Inset 2) Permanent fill Inland, Non-tidal, PF04 no +400' 0.08
2 (Inset 2) Temporary fill Inland, Non-tidal, PF04 no +400' 0.03
+0.46 (perm)
Total Wetland Impact (acres)
0.07 (temp)
3.
List the total acreage (estimated) of all existing wetlands on the property: approximately
7.11-acres (Tract A approximately 0.~3-acres; Tract C approximately 6.18-acres)
Updated 11/1/2005
Page 8 of 13
temporarilypact ap~proxtmately U.U4-acres of ~unsdictional wetlands (see Inset I ). A
permanent access road from tract "'A" to tract "C" is proposed that would result in 0.08-acre of
permanent wetland impacts to tract "C" to construct the stormwater infiltration basin. As well,
there is a proposed temporary impact of 0.03-acre of wetlands associated with the excavation and
burial of the stormwater pipes directed to the infiltration basin.

4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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 he included. To calculate acreage. multiply length X width. then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
n/a
Total Stream Impact (by length and acreage) n/a
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dred~in~. flooding. drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)
n/a
Total Open Water Impact (acres) n/a
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0
Wetland Impact (acres): 0.46
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.46
Total Stream Impact (linear feet): 0
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Updated 11/1/2005
Page 9 of 13

Size of watershed draining to pond: Expected pond surface area:
VII. 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 project site was designed
to minimize impacts to aquatic resources while utilizing the remaining parcel for commercial
development. The on i~~ut proposed 0.49-acre of wetland impact associated with the
parking lot but to minimize impact to the wetland complex at this location, the corner of the
parking lot was re-designed and needed spaces were moved to the side of the anchor tenant,
which reduced these impacts to 0.38-acre of wetlands~ori ig nal layout attached). Limiting the
amount of required parking spaces for the retail shopping center has been done to maximum
extent practicable in an effort to minimize impacts to jurisdictional wetlands. To minimize
impacts to the wetland system as a whole, three 12-inch reinforced concrete pipes (RCP) will be
installed for acLuatic life passage. The proposed location of the access road has been ali n~to
cross the narrowest point of the wetland system to minimize impacts.
VIII. 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
fteshwater 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 January 15, 2002, 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 maybe 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 NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Updated l 1 / 1 /2005
Page 10 of 13

Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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 map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
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 project site was designed to minimize impacts to aquatic resources, while utilizing the
remaining_parcel for commercial development. In total, there are approximately 7.11-acres
of jurisdictional wetlands located on the project site (Tracts "A" and "C" combinedLf
which a total of approximately 0.46-acres of wetlands are proposed to be permanentlX
impacted. Approximately 6.65-acres of existing wetlands will not be impacted by the
with deed restrictions. This would be a preservation mitigation ratio of 14.45 to 1. If further
compensatory mitigation is required, the applicant proposes to make an in-lieu payment to
the North Carolina Ecosystem Enhancement Pro.rg am.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. 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 aNEPA/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 ^
Updated t l/1/2005
Page 11 of 13

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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. The 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
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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 Multiplier Required
(square feet) Mitigation
1 0 3 (2 for Catawba)
2 0 1.5
Total 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing grid proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The overall impervious for the site is 27%,
however there is a portion of high density commercial development on tract "A". Stormwater
management basin will be designed to infiltrate 1 '/z -inches of rain fall, per the coastal high
density stormwater option. The proposed Stormwater management infiltration basins are
proposed to be located within the southern and northern areas of Tract "C" outside of
jurisdictional wetlands (an approximately 50-feet set-back from the nearest wetland boundary).
The stormwater management plan is to be approved by the State Stormwater Mana eg ment
Branch in the Wilmington, NC office.
Updated 11/1/2005
Page 12 of 13

XII. Sewage Disposal (required by DWQ)
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.
Wastewater will be treated in septic drainage fields. The septic drainage fields will be located
outside jurisdictional wetland areas.
XIII. Violations (required by DWQ)
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
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:,'/h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The commercial center is being pproposed to service existing residential areas of Hamsptead and
surrounding locations.
XV. 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).
U 3 /off
Applicant/Agenf~ Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13

FEE-O1-2007(THIE) 10:36 20117 iFRY,)910 799 3237 P. 001/001
~x.Q o'1- v 3q'1 st,~ce a~7q
~L rr-rE
ra~~r n. ~C~~.~s co~c~~, z.~c.
AG>CNT AU`l'E~IORIZ~ATION 1L"ORM.
Alf Ll:tnks To I3e T+"illed in By The Current I,Zitdowncr
Na~71e: Mz•. Gordoil:l.'rieye
Address: 5710 Olcanclcr llriyrr, Wilnlin~,~tan, NC 25403
_ _._
Phone: (91Q) 262-5450
Project Nr~me/I?cscripti.an: ITan7~stead Commcrcia{ Site
I~atc: JunuarY31,'?007
U.S. Army Corps af>;nlrinccrs
Wilmington Re~,Yulatory ricld Office
Attn: Ivir. Brad Shiver
G9 Darlington Avcnuc
Wilmington, Nort1Y Caralirt4~ 284Q3
Attrt: Mr. Brud
rieid Office: '
Rc: 'W'ttlttrrds l~,clatccl Consulty~7~; a-nd 1'crmitting
To Whom it M:ay Concern:
T, tine eiurcnt property a~mer/al;cnt, hereby desigl~ate cmcl autliorize'I'he Jal~ri R. McAdams
Compcs.ny, inc. to :tct in my bcliatt as 111y u~;ent in tlic proccssiaag afpermit applications, to
1`urnisl~ uponrequest s~~pplcmcatr) i7~f'orn~alxon iu support oftcpplications, etc. froi~~ this day
forward. Tl~e 31_day oF~~~,-, ~.o0 7
Tlus notification supe~•sccles any previous corrc~'pondenco concerf7ing tl~c agent for dais prr?ject,
NOTICE: This authorization, for liability and professional courtesy reaisons, is valid only
for goverc~meut ot2icial5 to enter the property `vhen accompanied by '!he John R
McAdama Compnny, Inc. staff. You Should call "I."I:c .T n R McAdams Conzpsiny, Inc. to
arrange a sitenmccting prior to visifin~ the Site.
1~FHiF}i~~ 'G?;~a t~~+nrr~rr4-e. ~8eioaTJr~Er'3 4t o- I "IN.Q.,~~... rN-~v~,
Pruat Property C~vncr/AgcnC Nunte ]?roperty Ot r/ cnt ure
cc. NCl7);N:it~I~WQ
Ms. Cyncli ~~troli
2321 Crabtree 13oulevarcl
i2alci~;1~, NC 27b04
CIVIL ENGINEERING LAND PLANNING S U R V E Y I N G
PO Sax 14008 f2esearch Trlotlgle lark, NC 27709 (91 B) 361-500b • fax [phone]
WWW,)ohnrmcadam5•Gdm

o~ - 03'1
PR0'~`~ NO' FRE-06000 THE JOHN R. McADAM5
~ ~EOSOOOx HAD ~ ~• ILC. COMPANY, INC.
ty scn[B: U.9Gib TOP3AII. TYPO QUAD aNaarsens/PraxN~s/8u[tvsmss
a AS SHOWN RBSB-RCH 7'SIeNC18 PdRiC, NC
~ TOP3~AII., NORTH CAROI~iA e.o. sox uooa are arrow-aooa
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THE 30HN R. McADAM5
COMPANY, INC.
B~ii;l#FB6R9/P7~N1~R9~91RiV6,fOR8
NBSBI%L~ TRiA~F6L6 PIRK, NC
P.O. H(1% 14006 ~ 27708-1004
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WETLAND "A"
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PROPOSED TEMPORARY WETLAND ~
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U WETLAND IMPACT (0.38 ACRES)
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~ ~ JURISDICTIONAL WETLAND
1
inch -- 50 ft.
rRnaF:cr 40. FRE-06000
l ®THE JOHN R. McADAMS
--,~--- HAMPSTEAD COMivIERC1AL PR~PERTIF,S, r r c ~

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WL"IZ.AND IMPACT ENGINEERS/PLANNERS/SURVKYORS

PENDER COIJPTIY, NORTH CAROLINA RESEARCH TRIANGLR PARK, NC
A.O. BO% 14005 ZIP 27709-4005
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Q~-24--0] (919j 361-5000

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U 50' INFILTRATION
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LLC
HAMPSTEAD COMMERCIALPROPERTIFS ®THE JOHN R. McADAMS
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Q~-24-Q] {919) 361-u000

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HAMPSTEAD COMMERCLAL PROPERTIES
LLC THE JOHN R. McADAMS
F~L1;~,,AiF:. ~REasooox ,
ACCESS ROAD CROSS SECTION COMPANY, INC.

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WETLAND IMPACT ENGINEERS/PLANNERS/SURVEYORS

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FENDER L`OUI~TIY, NOI2TT~I CAROLINA RESEARCH TRIANGLE PARR, NC
P.O. POX 14005 ZIP 27709-4005
o~-z4-o~ (9le) 383-5000