20080874 Ver 1_401 Application_20080508

PSI
C31
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, North Carolina 28412
910.452.2711 (office) • 910.452.2899 (fax)
Date: 21 May 2008
To: Mr. Ian McMillan
Of: DWQ
Attached you will find:*
? Proposal ? Sketch(es)
? JD Package ? Report(s)
SEGi Project #: 07-028.01
Client Name: Kingtown, LLC
USACOE Action ID#: SAW-2007-3614
08 0874
Transmittal Letter
RFNROWIRp
MAY 2 S 2008
tXi+`; - VVATER UUAUTY
WETLANDS AND STORMWATER BRA"
® Permit App. ? Signed Wetland Map ? Photo(s)
? Plans ? Information Request ? Other
Copies Dated Description
5 19 May 2008 PCN 29 Application for Mariner's Reach Subdivision
1 $240 Filing Fee

These are being delivered:
® For your Review/Comment
? Corrected and Returned
? Other:
*If noted items are NOT attached, please contact our office.
? For your Records ? Returned for Correction(s)
? For your Signature ? As Requested
By: © Hand Delivery ? Fed-Ex ? UPS ? Regular Mail ? Other
Notes:
Ian:
Attached are 5 copies of the PCN 29 application package for the proposed Mariner's Reach subdivision, located off Clemmons Road in
Brunswick County. Please review the attached documentation and let me know if you need anything further in order to process the
application.
Signature and (Typed) Name:
Amanda L. Kolb
Date: 21 May 2008
5outkern Environmental 6roup, Inc.
531 5 South College }load, Suite E_ • Wilmington, North Carolina 281-12
910.452.2711 • rax: 910.452.2899
www.segL.us
May 19, 2008
Hand Delivery
Ms. Kimberly Garvey
Wilmington Regulatory Field Office
US Army Corps of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
[e-mail]
110 0 P1 D %q LR-2
MAY 2 9 2008
DENR • WATER QUALITY
YVETLANDS AND STORMWATER BRANCH
[SEGi Project #: 07-028.01]
RE: Proposed Mariner's Reach Subdivision
Clemmons Road, Brunswick County
AID#: SAW-2007-3614
PCN 29 Request
Dear Ms. Garvey:
Southern Environmental Group, Inc. (SEGi) has been retained by Kingtown LLC, to pursue
approval to impact 0.56 acre (24,599 square feet) of on-site jurisdictional linear features. The
impacts are necessary for the construction of a main roadway, arterial roads, attendant features
and completion of the proposed Mariner's Reach subdivision. The project is located off
Clemmons Road, off NC-211 in Bolivia, Brunswick County, North Carolina. The property
identification number (PIN) is 1860000501.
The subject parcel is comprised of 187.7 acres (8,177,446 square feet). It was determined that of
the 187.7 acres, approximately 14.11 acres (614,631 square feet) are considered jurisdictional
wetlands, 16,902.03 linear feet are considered jurisdictional linear features and remainder of the
property is considered uplands. The proposed high density subdivision has been designed to
accommodate 421 lots, 86 multi-family units and an amenities center. The development plans
will conform to high density residential zoning designations for the subject parcel, and will be
consistent with Brunswick County's Unified Development Ordinances. The proposed impacts
are necessary for the construction of the main collector roadway, arterial roadways, attendant
features and completion of the subdivision. The impacts are unavoidable and have been

SEGO
minimized to the maximum extent practicable. No impacts to 404 jurisdictional wetlands are
proposed for this project. All impacts proposed are to the jurisdictional linear features found on
the interior of the property.
Table 1, below, details the impacts to jurisdictional linear features, requested within the attached
permit application:
Impacf dumber x? . Typc ? '. < p T?;ype of Featurey ? ^ Area (ac)

A Fill Jurisdictional Linear Feature 0.29
B Fill Jurisdictional Linear Feature 0.15
C Fill Jurisdictional Linear Feature 0.06
D Fill Jurisdictional Linear Feature 0.06
Total -1 - - -_ - - - - - -- - - L -- 0.56 - -
According to the engineer, the filling of the on-site jurisdictional features will not impede
adjacent lands as the perimeter property line ditches will continue to handle the drainage from the
adjacent properties.
A combination of mitigation mechanisms will be utilized to satisfy the Corps' mitigation
requirements:
• The Applicant has avoided impacting 404 jurisdictional wetlands;
• The Applicant had the site plan redesigned to minimize impacts to jurisdictional linear
features;
• The Applicant is proposing to restore wetlands on the property (see attached mitigation
proposal);
• The Applicant is proposing to place all remaining 404 jurisdictional wetlands, in addition
to the restored wetlands, into strict preservation
A jurisdictional determination package was submitted to the Army Corps of Engineers on 17
May 2007. The wetland boundary survey was submitted to the Corps on 16 October 2007. To
date, these documents have not been returned to SEGi, thus, can not be included in this
application package. Once these documents are received by SEGi, we will supply the
appropriate agencies with copies.
SE-6i
For clarification and verification of the statements made above, please refer to the following
documentation attached to this correspondence:
Attachment 1. Pre-Construction Notification
Attachment 2. Overall Impact Map
Attachment 3. Cross Sections of Impact Areas
Attachment 4. Copy of Wetland Boundary Survey (unsigned)
Attachment 5. Stormwater Management Permit Application, provided by Coastal Land Design
Attachment 6. Page 1 of Sedimentation and Erosion Control Permit
Attachment 7. Vicinity Maps (2 scales)
Attachment 8. Aerial Photograph
Attachment 9. Property Owner Tax Information
Attachment 10. Letter of Agency
Attachment 11. Mariner's Reach Mitigation Plan
Attachment 12. Exhibit Map
Attachment 13. Soils Map
Attachment 14. Pictures of Restoration Area
Attachment 15. Draft Copy of Restrictions
Attachment 16. Copy of Deed Notification
Attachment 17. Letter from DWQ re Stream Determination
Please review the attached permit application and documentation for a NWP 29 authorization.
Should you have any questions, concerns, or comments, feel free to contact me at 910.452.2711.
Thank you in advance for your assistance with this project.
Sincerely,

Amanda L. Kolb
Environmental Consultant
cc: Mr. Chad Coburn (DWQ)
• fan Mc1Vlirla (4Q 1 Oversig4tlxpress Review Feriting. Una)
Kingtown, LLC (Client)
Enclosures: (17)

w
Office Use Only:
USACE Action ID No.
Revised Version December '06
.08 0 8 7 4
DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
II.
AI
1. Check all of the approval(s) requested for this project:
?X Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
O 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 29
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: ?
Applicant Information
1. Owner/Applicant Information:
Name: Kingtown, LLC
Attn: Mr. Jack Stocks
Mailing Address: 211 N. Fifth Ave.
Wilmington, NC 28401
Telephone Number: 910.520.3083 Fax Number:
E-mail Address: Not Applicable
QRgfflwgp
MAY 2 g 2008
oSW - WAS QTY
WEMAWS AND STORMWATER BRANCH
Not Applicable
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: Ms. Amanda Kolb
Company Affiliation: Southern Environmental Group, Inc.
Mailing Address: 5315 S. College Rd. Suite E
Wilmington, North Carolina 28412
Telephone Number: 910.452.2711 Fax Number: 910.452.2899
E-mail Address: amandaksggi.us
Page 1 of 12
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 may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE 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: Mariner's Reach Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): 1860000501
4. Location
County: Brunswick (# 10) Nearest Town: Bolivia
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
Follow US-17 S out of Wilmington. Take a left onto NC-211. Take another left onto
Clemmons Road, then a right approximately 1 mile down the road (east side of
Clemmons Road). (Site is located just north of 1763 Clemmons Road (SR1505))
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): 33.9983 °N 78.1870 °W
6. Property size (acres): 187.7 acres (8,177,446 square feet)
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Lockwoods Folly River
8. River Basin: Lower Cape Fear
(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/maps/.)
Page 2 of 12
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 subject parcel is comprised of 187.7 acres (8,177,446 square feet). It was determined
that of the 187.7 acres, approximately 14.11 acres (614,631 square feet) are considered
jurisdictional wetlands, 16,902.03 linear feet are considered jurisdictional linear features
and remainder of the property is considered uplands, according to the parameters set
forth in the 1987 Army Corps of Engineers Wetlands Delineation Manual. A site visit
was held 04 October 2007, with Ms. Kimberly Garvey, who concurred with the
delineation. To date, the jurisdictional tear sheet and signed wetland boundary survey
have not been returned by the Corps.
Vegetation associated with the wetlands on-site includes: Acer rubrum (Red maple),
Andropogon glomeratus (Bushy bluestem), Aristida stricta (Wiregrass), Pinus serotina
(Pond pine), and Quercus nigra (Water oak), among others.
Vegetation associated with the upland areas on-site includes: Andropogon glomeratus
Bushy bluestem), flex glabra (Inkberry), Liquidambar styraciflua (Sweetgum), Leonia
lucida (Fetterbush) and Pinus taeda (Loblolly pine), among others.
The subject parcel is vacant of any structures. A soil road enters the property from the
western boundary and extends to the southern boundary. In the center of the property,
another soil road extends toward the eastern property boundary. Prior to the Applicant
purchasing the property, ditches were cut alongside the soil roads. Additional ditches
were cut along the southern and western property boundaries. Two easements are
associated with this property: a 100' CP&L powerline easement cuts through the
northeastern corner of the site; and, a 30' access easement exists along the northern
property boundary, as it enters the subject parcel from Clemmons Road. The future
road beds for the subdivision have already been cut through upland portions of the
property. The site still has areas which are heavily vegetated, though surveyor site lines
have been cut through some areas.
The property identification number (PIN) is 1860000501, and the Action ID number
associated with the project is SAW-2007-3614. The surrounding land uses in the vicinity
of the project are a mixture of rural residential (which can also accommodate non-
residential agricultural uses, such as farming, silviculture and other related activities),
low density residential, medium density residential and commercial low density. Most of
the land surrounding the subject parcel is undeveloped at this time, but appears to be
used for agriculture.
Page 3 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project is a high density 421-lot residential subdivision, located off Clemmons Road
in Bolivia, Brunswick County, North Carolina. Eigh -six (86) multi-family units are
proposed, as well as a single amenities center.
The proposed development plans will conform to high density residential zoning
designations for the subject parcel, and will be consistent with the Brunswick County
Unified Development Ordinances. Utility corridors sewer areas fire hydrants, and
roadways will be put into service to meet the needs of future residents. Utility lines will
be laid below ground, within the road right-of-way, and will be located approximately 5'
off the back of the curb. Heavy equipment will be used in this project, such as an
excavator, hack hoe and bull dozer. The machinery will be used to clear the land
stabilize the soil and establish grade.
To complete this project, the Applicant is proposing to fill 24,599 square feet (0.56 acre)
of jurisdictional linear features, which will allow for the construction of the proposed
subdivision. The perimeter property line ditches will remain intact. According to the
engineer, the filling of the on-site jurisdictional features will not impede adjacent lands
as the perimeter property line ditches will continue to handle the drainage from the
adjacent properties.
The proposed impacts are necessary for the construction of the main collector roadway,
arterial roadways, attendant features and completion of the subdivision. The roadways
will grant access to lots, while meeting minimum DOT standards. The impacts are
unavoidable, and have been minimized as much as is practicable. No impacts to
jurisdictional 404 wetlands are proposed for this project All impacts proposed are to the
jurisdictional linear feature.
11. Explain the purpose of the proposed work:
The purpose of the proposed project is to create a high density, 421-lot residential
subdivision, with 86 multi-family units and one amenities center, in a developing area of
Brunswick County. Portions of Brunswick County have been experiencing rapid
development, therefore, undeveloped areas of town must be looked at for development
The proposed location, off Clemmons Road is ideal, as this area is in close proximity to
developed areas of town, but has not experienced an overabundance of development at
this point. This subdivision will provide additional housing in an area that is prime for
relocation.
Page 4 of 12
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.
Action ID #: SAW-2007-3614
Sedimentation and Erosion Control Permit #: Bruns-2008-133 (issued 04 October 2007)
Stormwater permit is pending. Stormwater has been applied for by Coastal Land Design.
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.
There are no future permits 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:
Discharge of fill material into 24,599 square feet (0.56 acre) for the purpose of
constructing a subdivision and attendant features.
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 both structure and flooding.
Page 5 of 12
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain (yes/ Stream (acres)
no) (linear feet)

A Fill Jurisdictional Linear No Varies 0
29
Feature .
B Fill Jurisdictional Linear No Varies 0
15
Feature .
C Fill Jurisdictional Linear No Varies 0
06
Feature .
D Fill Jurisdictional Linear No Varies 0
06
Feature .
Total Wetland Impact (acres) 0.56
3. List the total acreage (estimated) of all existing wetlands on the property:
Total estimated acreage of on-site 404 wetlands: 14.11 acres (614,631 square feet)
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 be included. To calculate acreage, multiply length X
width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

Total Stream Impact (by length and acreage) N/A 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, dredging, flooding, drainage, bulkheads, etc.
Waters of the US
Impact
Site Number
(indicate on map)
Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, Pand estuary, sound, bay,

ocean, etc.) Area of
Impact

(acres)

Total Open Water Impact (acres)
Page 6 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): N/A
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.56 ac
Total Stream Impact (linear feet): N/A
7. Isolated Waters
Do any isolated waters exist on the property? O Yes 0 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 USACE.
8. Pond Creation: Yes
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): X? uplands 0 stream El wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Stormwater purposes
Current land use in the vicinity of the pond: Agricultural
Size of watershed draining to pond: * Expected pond surface area:
• - Please see attached Stormwater Management Permit Application (Attachment 51.
provided by Coastal Land Design, for specifications and calculations regarding
stormwater ponds.
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.
Page 7 of 12
This subject parcel was delineated in July 2007. During the on-site investigation, field staff
did not feel the on-site ditches exuded jurisdictional characteristics and did not claim
them. Thus, the original plans for the subdivision called for fill material in the entire
length of all the ditches on-site. During the subsequent delineation verification meeting
was held with Ms. Kimberly Garvey in October 2007, it was determined the on-site ditches
would be considered linear jurisdictional features, and any impacts to these features should
be accounted for in the Pre-Construction Notification application.
The site plans associated with this project have gone through a series of revisions. As the
features are located essentially in the center of the property, it is difficult to design a
subdivision which would result in no impacts.
At the inception of the project, the Applicant intended to fill all jurisdictional linear
features, which would have resulted in a substantially larger impact request. In an attempt
to avoid and minimize impacts to the jurisdictional features, the Applicant requested the
site plan be revised. The Applicant is now proposing to leave the feature in its current state
along the property boundaries, and is proposing to impact the linear jurisdictional feature
only where it is necessary for the completion of the subdivision. The overall impacts
requested for this project now total 0.56 acre.
Two stub-outs are proposed for this subdivision, and are required by the Brunswick
County Subdivision Ordinances (Section 8.9.4.G. Future Connections). As stated in the
UDO's, "Unless exempted [below], future connections are required on each side (as defined
by each of the cardinal directions) of a development as follows ...at least one future
connection for every 1,400 linear feet on ansingle side of the proposed development.
While discussing the site plan with the engineer, and questioning why stub-outs were not
proposed for the eastern and western boundaries, SEGi was informed that "the lot and
road layout was taken from the PUD plan approved by Brunswick County", who did not
require future connections in these directions.
No impacts to 404 wetlands are proposed.
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
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 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 may be appropriate and practicable include,
Page 8 of 12
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
Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.ne.us/
ncwetlands/stnngide.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 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.
Mitigation is offered through the restoration 0.57 acre (25,000 square feet) of on-site
loblolly nine wet flat wetlands, which is equivalent to a ratio of 1.02.1 In addition to
preserving the restored wetland complex, the Applicant is proposing to preserve the
remaining on-site wetlands. Total on-site preservation for this site is equivalent to 14.68
acres (639,460.8 square feet). Please see attached "Mariner's Reach Mitigation Plan"
for specifications.
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 of Non-riparian wetland mitigation requested (acres):.
Amount of Coastal wetland mitigation requested (acres):.
Page 9 of 12
I. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No FX1
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 (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.
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)?
Yes ? No M 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.
* Impact Required
Zone Multi p (square feet) p Mitigation
-- - ---L -- - -
1 -? 3
2 1.5
Total ? r
* 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.
Page 10 of 12
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.
X. Stormwater (required by DWQ)
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. If percent impervious surface exceeds 20%, please provide
calculations demonstrating total proposed impervious level
According to the engineer, "Stormwater will be directed to low points in the road, then will
be routed down improved (concrete) swales that will lead to a system of connected
stormwater ponds, where the water will be held for treatment and then released in an
approved amount of time." Stormwater will be treated by two conventional stormwater
ponds and three oversized stormwater ponds that are connected by a storm drain pipe.
Existing impervious surface percentage is 0%.
Proposed impervious surface percentage totals 43.2%. Please see attached Stormwater
Management Permit Application, supplied by Coastal Land Design, for calculations
associated with impervious surface percentage.
XL 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.
Municipal sewage disposal will be utilized by the proposed subdivision.
II. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No N
Page 11 of 12
XII. 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 D No 0
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:
This is an individual development, which is not associated with any other development
plans. The completion of this subdivision would not result in development outside the
proposed project area and would have minimal impact on downstream water quality.
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 °I
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
v
?J,:,.
I?\
/Is

17
814.84'
?"E" ALONG PROPERTY
(WATERS OF THE U.S.?
N wwl WO1snllm
MEILAW AEA T NOTE
I. WETIJtL DEBT INFORMATION HAS BEEN
RERFOR4ED BY SOUTHERN ENVIRONMENTAL
CROUP, INC.
2. TOPOGRAPHICAL NFOAMAnp1 HAS BEEN
PROVIO-D BY MARK SIOIXS. PLS OF gMNGTON.
NORTH CAROLINA.
7. TOTAL PROJECT AREA 1s 0.177.116 S.F. (167.7
AC.)
4. TOTAL WETLANDS N THIS PROJECT NOT
INCLUDING ANY PROTECTED DITCHES IS 614,631
SF. (14.11 AC.)
5. roTAL LENGTH OF All INTERNAL AND PROPERTY
LINE DITCHES IS 6. TOTAL DITCH IMPACTS BY 1 THLF.
IS DEVELOPMENT
ARE 24,599 SF. (0.56 AC.)
IMPACTS-
DITCH A - 12.477 SF. (0,29 AC.)
OTCH B .6,514 SF. (0.15 AC)
J
DITCH C 172 Y. (o.O ACDIT D SF '0- 06
7. WETLAND AREAOMTO BE PRESERVED (SEE CSNEET
WET-0 FOR AREA LOCATIONS):
AREA W . 4.80 AC.
AREA, M . 1.27 AC.
AREA Y . 7,69 AC.
AREA 2 . 0.05 AC.
RESTORATON AREA . 0,57 AC.
TOTAL O is PAESERVA110N .11.66 AC.
8. EMSTNG DES" ROAD GRADE TAKEN FROM
PLANS n1LID COHSIRIM11pN PARS FOR
YARNE7i5 PEACH. PENDING IWL REOAAigiY
APPROVALS
9. NO SLOPE STEEPER THAN 2:1 CAN BE USED TO
TIE TO EMSTING GRADE FROM BOTTOM OF 01704
OR CULVERT.
10. REFER To SHEET WET-4 FOR VICINITY MAP OF
DITCH IMPACTS
11. THERE ARE NO ORANAO EASFMENrs ON Ms
PR0.ECT. ALL S70RMWAlER FFAlUQS LJE WiNN
TI£ COMMON SPACC O IXE DFVELOPEMENi.
a
W _ 2
N >a rw
n T
a a PROPOSED !II !M+

73 AMENITY

! 325 °p -2 CENTER / '"
0-7
0-1
74 94 IOU /
135 N
Ms
1!
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145 IN
314
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(WgRSLONG PR
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GRAPHIC SCALE

4 00 n 200 400 800
Boo

( IN FEET )
: 1 inch = 400 ft.
\
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a \
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`

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.
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111

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cm
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at
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.2 It,
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IN
I74
NI
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1N 175
E DI r 0°
11)9 95 In n /
NI
y
rw
x0- /
xv
0-7
A"w --y-OL 2-
17
s3ppy
SITE
•1 l rt
00
nn :
lip
LEGEND-
MINOR CONTOUR
MAJOR CONTOUR
11----?? EMSTNG INTERIOR 017CH
-J WETLAND
PROPERTY BOUNDARY
EMSTNG EASEMENT
PRO. STORMWA7ER POND
212 LOT NUMBER
0 AZFAILE IDENTIFICATION
Coastal Land Design, PLLC
Gnl E3paemg LNbupee ArtMNpuel Comllsion MA,
P.O.%,1172 Pb-: 910.2549373
WienILpw. NC 29402 Pu. 91P75WM2
DRAIN : L NNTERY&W PROJECT
DESIGN : d WNTERWORP NUMBER : 180-02
CHEa : M CARMINE SCALE : f. 4oB
APPROVED : A CARMINE DATE : 22 APRA 06
FILE NNE
MARINERS
REACH
PROPOSED DITCH
IMPACT LOCATION MAP
a ».., Wa7 NrD1
180-02 WET-4
F---?
DITCH (EA ARS OF THE U.
A Nw9PR?PERTy L
999.) 9
1 1N 132 151
? ISD
147
1N
A
W
R/W R/W
45
i I
1 45
44 I I 44
43
i I
I 43
42 42
41
I
I
41
40 _
----
I I
----- --
, --
I
40

39 I I

li
I I

? !

39
38 i I
I 38

37 I
I I
I
I- -?
37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'A-1'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
R/W R/W
45 I 45
I 1
44 I I 44
43 I 43
I I
42 - 42
41 ----- ! ----- i I i ----- i ---- 41
I i
40 40
I I
39 i ?- -?
I 39
38 I I I 38
I !
37 I I 37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'A-3'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
R/W R/W
43
I I
! 43
42 I i 42
41
I I I
I 41
--
40 -
------I -----,
I -----
I ------- -- 40
39 I I
I
I I
39
38 38

37 i
I !
I
37
36 I I 36

35 I
I I
35
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'A-2'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
R/W R/W
44 1 1 44
43
I I 43
42 I 42
41 --, --- ------- 41
I
40 I i i I
40
I I
39 39
I I
38 I I 38
37 I I I 37
I I
36 I I 36
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'A-4'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
150
?' Attacln
\ 1,/ ?_ _B£1LANO IuPArT NOTES
-1-D DELINEATION INFORMATNW HA9 BEEN
PERFORMED BY SOUTHERN ENVIRONMENTAL
\ \ \ I \
2. GROUP. INC.
TOPOGRAPHICAL WFORIIAlION HAS BEEN
PROVIDED BY MARK STOCKS, PLS OF VATAINGTON,
`. ? WORTH CAROLINA.
\\`` 3 TOTAL TAL PROJECT AREA IS 6,177,416 S. F. (167.7
AC.)
4. TOTAL WEILANDS IN THIS PROJECT NOT
\\ ` \\ INCLUDING ANY PROTECTED DITCHES IS 614,631
S.F. (14.11 AC.)
TOTAL LENGTH OF ALL INTERNAL AND PROPERTY
LINE DITCHES IS 16,902.01 LF.
( 6. TOTAL DITCH IMPACTS BY THIS DEVELOPMENT
\ \ ARE 24,599 S.F. (0.56 AC.)
IMPACTS

,ppy 1
SITE

e

M?g,

OW
A _

1
B .
DITCH A = 12,473 SF. (0.29 AC.)
DITCH
DITCH B .772 SE (0.15 AC.)
DITCH c - = 2 2,n2 SF. (0.06 Ac.)

IFC3B'Q
?,uro
wtnio
DITCH D - 2,840 SF. (0.06 AC.)
7. WETLAND AREA TD BE PRESERVED (SEE SHEET
\ . \ WET-3 FOR AREA LOCATIONS
4 AREA W = 4.80 AC.
\ AREA K = 1.27 AC.
r AREA Y = 7.69 AC.
1 AREA Z = 0.35 AC
\ RESTORATION AREA - 0.57 AC.
61 \ TOTAL ONA E PRESERVATION - 14.68 AC.
B EXISTING DESIGN ROAD GRADE TAKEN FROM
60 \?\ \ - MAR VIERS REACONSTRUCTION H PENO PENDING ALL PLANS FOR
REGULATORY
59 APPROVALS.
9. NO SLOPE STEEPER THAN 2:1 CAN BE USED TO
TIE TO EXISTING GRADE FROM BOTTOM OF 017CH
JCJ OR CULVERT.
ID. REFER TO SHEET WET-4 FOR VICINITY MAP OF
X57 \ THEN IMPACTS.
1 \ 1. THERE ARE ARE NO
NO DRAINAGE EASEMENTS ON THIS
\ THE PROJECT. ALL STTMWATER FEATURES LIE VAT
WITHIN
ME COMMON L OF THE DEVELOPEMENT. 56
14 115 ) 1 r , /
1 X114 5?
1 (?
112 53
9 I1 I \ \
52 I 1 -?
111 ,\ ` , 1 -- -?
i? lyg -2
21 110 51/
ir=k J? 1
22
123
124
109 ,? -
I
106
108f A-2
-=
107 105
104
I 145
103

126
127
128
0 75
144
143
102
\? 1 J
3
/ Coastal Land Design PLLC

42 A-4.
101
GRAPHIC SCALE
150 300
( IN FEET )
1 inch = 150 ft.
1 CNDP.PUen.A1LWu?Pe A¢h_ I COOmwuw Mm.9mm1

P.O.%O 1172 PI®e: 9162549333
Wimingm, NC 29402 F-9162540503
r

\ DRAWN: UK MW PaDECT
DESIGN A MNIERTEAP NUMLER : TBO-02
CHECK : A CARMINE. SCALE : AS NOTED
APPROVED : J. CA/hNNE DAIE : 22 APRIL p
1 \ 12E NAME
` MARINERS
REACH
600

DITCH'A'
PROFILES FOR IMPACTS
A-1 • A-4
b 1Y.11
180-02 .Qt.Atbt
WET-5

I'9

,1 V

GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
R/W R/W
45 I I I 45
I I
44 ` I I 44
43
43
42 42
I --
41 I 11 i -f 41
40 1 I
1 I 40
1 I
1
39 I 11- -?I
I I 39
38 I 38
I I
37 I
37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'A-5'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
RIW R/W
45
I
I
I
I
45
44 I I 44
43 I
I I
I 43
42 ,, I
I` --- 42
41 I
I - -
--
41
40 I II
I %? I 40
I
39 39
38 I I 38

37 I
I I
I
37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'A-6'
HORIZONTAL SCALE: 1 " = 30'
VERTICAL SCALE: 1" = 3'
K
1. IIANO IMPACT NOTES:
WETLAND DELINEATION INFORMATION HAS BEEN
PERFORMED BY SOUTHERN ENVIRONMENTAL
GROUP, INC.
21 TOPOGRAPHICAL. INFORMATION HAS BEEN
PROVIDED BY MARK STOCKS, PLS OF VALMINGTON
,
NORTH CAROLINA.
3. TOTAL PROJECT AREA IS 8,177,446 S.F. (187.7

4. TOTAL WEIUNDS IN THIS PROJECT NOT
INCLUDING ANY PROTECTED DITCHES IS 614,631
S.F. (14.11 AC.)
5. TOTAL LENGTH OF ALL IN TERNAL AND PROPERTY
LINE DITCHES IS 16,907.01 LL.
6, TOTAL DITCH IMPACTS BY THIS DEVELOPMENT
ARE 74,599 S.F. (0,56 AC.)
IMPACTS:
DITCH A - 12473 SF. (0.49 AC.)
DITCH B • 6.514 SF. (0.15 AC.)
DITCH C • 7,777 SF. (Q06 AC.)
DITCH 0.7 .810 5<. (0.06 AC.)
7. WETLAND AREA TO BE PRESERVED (SEE SHEET
NET-3 FOR AREA LOCATIONS}
AREA W • 4.80 AC.
AREA X • 1.77 AC.
AREA Y : 7.69 AC.
AREA 2.0.35 AC.
RESTORATION AREA - 0.57 AC.
TOTAL ONSITE PRESERVATION • 14.68 AC.
8. EXISTING DESIGN ROAD GRADE TAKEN FROM
PLANS TITLED CONSTRUCTION PLANS FOR
MARINERS REACH. PENDING ALL REGULATORY
APPROVALS.
9. NO SLOPE STEEPER THAN YI CAN BE USED TO
TIE TO EXISTING GRADE FROM BOTTOM OF DITCH
OR CULVERT.
10. REFER TO SHEET WET-4 FOR VICINITY NAP OF
DITCH IMPACTS.
11. THERE ARE NO DRAINAGE EASEMENTS ON THIS
PROJECT. ALL STORMWATER FEATURES LIE wTHIN
THE COMMON SPACE OF THE DEVELOPEMENT.
R/W R/W
44
I I I
43
42
_ I I
41 ---------
I I
40
I I ? I I
I I
I I
39
I I
38
37
I I
36
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'A-7'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
44
43
42
41
40
39
38
37
36
17 4
5PPM Y0
517E
S.
. LaAr`r?yN(y?h
AyN,
WAAI?INO
LEMM
MINOR CONTOUR
MAJOR CONTOUR
EXISTING INTERIOR DITCH
W W N WETLAND
PROPERTY BOUNDARY
EXISTING EASEMENT
PRO. STORMWATER POND
272 LOT NUMBER
0 PRORLE IDENTIFICATION
40
L
LDC
?oastal Land Design PLLC
nil EydisN l laadsua Art0iluturt I Cmwmoe MwprnNM
.00a 1117 N1me:91P2549311
Vllmeipen, NC 78M2 Fa: 910.2540502
Iwl : J wNTFANEIIP PN0.ECT
1cx : J wNIERWERP NXNL@FR ; I6?
G, d CNeME SCALE : AS NOTED
ROVED : J. UAYgE DATE : 22 ARRA 08
NAME;
MARINERS
REACH
DITCH 'A'
PROFILES FOR IMPACTS
A-5 - A-7
180-02 WET-6

R/W R/W
45 i I 45
I I
44 I 44
43 I 43
I I
42 I 42
41 41
40 40
39 I I I 39
I I
38 '-+ r 38
I I
37 I I 37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT '13-1'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
R/W R/W
43 43
I I !
42 I 42
41 I ! 41
I I
40 i 40
I
39 39
38 II i 38
) I
I ) I I
37 I I- - I 37
36 I 36
I I
35 I 35
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT '13-2'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
R
W R /W WE TLAND IMPACT NOTES-.
i 1. WETLAND DELINEATION INFORMATION HAS BEEN
PERFORMED BY SOUTHERN ENVIRONMENTAL
GRGLF, NC.

45 2. TOPOGRAAWCAL INFORMATION HAS BEEN
PROVIDED BY YARN STOIXS
PLS OF VALMINCTO
45 ,
,
NORTH CA'
3. TOTAL PROJECT AREA IS 8,177,446 SF. (187.7
AO)

44 1, TOTAL WETLANDS N THIS PROJECT NOT
NUUDNG ANY PROTECTED DITCHES IS 614
631
I 44 ,
S.F. (11.11 AC.)
5. TOTAL LENGTH O ALL INTERNAL AND PROPERTY
LINE DITCHES IS 16,1X 2.01 LL.

43
I I 6. TOTAL alCl IMPACTS BY THIS DEVELOPMENT
ARE 21
588 S
F
(0
56 AC
43 .
.
.
.)
,
IMPACTS:
DITCH A • 12,473 SF. (0.29 AC.)
DITCH 8 • 6.511 SF. (0.15 AC.)

4 aTpH C .2772 SF. (0.06 AC
J
2 42 aTa D • 2.840 s. (O.G6 Ac.>
7. WETLAND AREA TO BE PRESERVED (SEE SHEET
WET-3 FOR AREA LOCATIONS),
:
Ac
-
41
- I I
41 t i7
AREA i
AC
/
i
0.6
- ---- I I ------ hRE
,
:
.
5
RES70RATIN AREA • 0.57 AC.
I I TOTAL ONSITE PRESERVATION • 11,68 AC.

40
I I I 40 IL EMS7NG CESON ROAD GRADE TAKEN FROM
PLANS TITLED CONSTRUCTION PLANS FOR
I MARINERS REACH, PENDING ALL REGLILATLRY
I I 9. NNO SLOPE STEEPER THAN 21 CAN BE USED TO
39
- -
I I -- I 39 TIE TO EXI5ING GUAR FROM BOTTOM OF DITCH
OR CULVERT.
10. REFER TD SHEET WET-4 FOR VICINITY MAP OF
D17CM IMPACTS
11. THERE ARE No DRAINAGE EASEMENTS ON THIS
PROJECT. ALL STGRMWATER FEATURES LE WITHIN
38 I 38 THE COMMON SPACE OF THE CEVELOPEMEN7.

37 I I
I I 37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT '13-3'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
150
`57
56 I--? ,
51 X
54
53
2
I I \ ??
I
52 _
-2
10
09 iy I 1 \
08;f 106 11 /
07? Iy? 105
I /I
?-- / 104
145 , 1 IJ'
103 /
144 \ -
102
143 8
(I
142
41
101 V 21 0
I
141
100 A
140\I 212
139 ?„ '\ '?
\\C? 1213
GRAPHIC SCALE
0 75 150 300
( IN FEET )
1 inch = 150 ft.
I 'Ap
S ppIF a'
SITE
LEGEND
MINOR CONTOUR
-' - - MAJOR CONTOUR
D%ISTING INTERIOR DITCH
• w +' WETLAND
PROPERTY BOUNDARY
EXISTING EASEMENT
PRO. STORMWATER POND
272 LOT NUMBER
0 AREA IDENTIFICATION
DESCRIP71ON
REVISIONS

Coastal Land Design, PLLC
Civil EIWi-ing J Lmda A hjI-ICmmmimM[mg-
P.O.fi 1172 Ph- 919:349333
WiWWm, NC 28W2 Fm: 919234-0302
DRAWN: 1 WNTOMW PWCEC7
IOD-02
DESIGN : J VAN70MEW 2ARJEC
CFO(: A CARMINE SCAR : AS NOi=
AITR0IED : 1 Gn6eE DAIC : ?2 APWIL Ds
FEF NAME
MARINERS
REACH
600
DITCH'B'
PROFILES FOR IMPACTS
B-1 • B•3
80-02 WET-7
89 / 90
I I
R/W R/W
45 ! 45
44 I I I 44
43 ! ! 43
42 42
41 41
? r
40 I 11 i 40
1 r
! 1 r !
39 1 r
! ! 39
38 I I 38
37 ! I ! 37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'B-4'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
91
1-u
94
V J
93 /

i

W
I

4?
WE
I. TLAND IMPACT NOTES,
WETLAND DELINEATION INFORMATION HAS BEEN
PERFORMED BY SOUTHERN ENVIRONMENTAL
GROUP, INC.
2. TOPOGRAPHICAL INFORMATION HAS BEEN
PROVIDED BY NARK STOCKS, PLS OF WILMINGTON
,
NORTH CAROUNA.
3. TOTAL PROJECT AREA IS 6,177,446 S.F. (187.7
AC.)
4. TOTAL WETLANDS IN THIS PROJECT NOT
INCLUDING ANY PROTECTED DITCHES S 514,671
SF. (14,11 AC.)
S. TOTAL LENGTH OF ALL INTERNAL AND PROPERTY
LINE DITCHES IS 16,902.01 LF.
6. TOTAL DITCH IMPACTS BY THIS DEVELOPMENT
ARE 24,599 S.F. (0.56 AC.)
IMPACTS,
DITCH A = 12.473 3. (0.29 AC.)
DITCH B = 6,511 SF. (O15 AC.)
DITCH C • 2,772 SF. (0.06 AC.)
DITCH D • 2.840 SF. (0.06 AC.)
7. WETLAND AREA TO BE PRESERVED (SEE SHEET
WET-3 FOR AREA LOCATIONS):
AREA W • 4.80 AC.
AREA K = 1.27 AC.
AREA Y = 7.69 AC.
AREA Z • 0.35 AC.
RESTORATION AREA • 0.57 AC.
TOTAL ONSITE PRESERVATION - 14.68 AC.
8. EXISTING DESIGN ROAD GRADE TAKEN FROM
PLANS TITLED CONSTRUCTION PLANS FOR
MARINERS REACH, PENDING ALL REGULATORY
APPROVALS.
9. NO SLOPE STEEPER THAN 2:1 CAN BE USED TO
TIE TO EXISTING GRADE FROM BOTTOM OF DITCH
OR CULVERT.
10. REFER 70 SHEET WET-4 FOR MONITY MAP OF
DITCH IMPACTS
I1. THERE ARE NO DRAINAGE EASEMENTS ON THIS
PROJECT. ALL STORMWATER FEATURES LIE WITHIN
THE COMMON SPACE OF THE DEVELOPEMENT.

W W W ??
W W W W W
100
v
R/W R/W
45 ! ! 45
44 I I I 44
43 ! ! 43
! I
42 42
r?
41 i 1) I i 41
1 r
r
40 ?- -? 40
39 ! ! 39
38 I I I 38
! I !
37 ! 37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT '13-5'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'

W
GRAPHIC SCALE
0 50 100 200
?J
IN FEET )
1 inch = 100 ft.
RIW R/W
45 ! 45
! I
44 I I 44
43 1 I ! 43
I !
42 I 42
41 i ?1 r 41
r !
1 r
40--- f 40
I !
39 ! 39
38 I 38
I !
37 I 37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT '13-6'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
400
I ?
5?PFI 1?
SITE
is o9a1n
LEGEND
MINOR CONTOUR
MAJOR CONTOUR
EXISTING INTERIOR DITCH
W W WETLAND
PROPERTY BOUNDARY
EXISTING EASEMENT
PRO. SIORMWATER POND
272 LOT NUMBER
0 PRMLE IDENTIFICA71ON
Coastal Land Design Puc
Clvi Egi-ri sIL d-,A N- eICam i.M..q-
Pfi.B-1177 Poore: 9167519333
Wiminflm NC 29107 Fan: 9167340!@
DRAWN : I uNl}RWEIP PROJECT
DESIGN J. VANIERWEAP NUMBER : 180-02
CHECK : J. CAR MINE SCALE : AS NOTED
APPROVED : J. CA911E DATE : 22 APRIL 06
FINE NAME
MARINERS
REACH
DITCH'B'
PROFILES FOR IMPACTS
B-4 - B-6
180-02 WET-8

17 0
5ply '
SITE
w?v ? 3
?1 ioYaM
I.E439Q
MINOR CONTOUR
MAJOR CONTOUR
EDSTING INTERIOR DITCH
W W 4 WETLAND
PROPERTY BOUNDARY
-" - - EWSTING EASEMENT
PRO. STORMWATER POND
272 LOT NUMBER
0 -
A LE IDENTIFICATION
DESCRIPTION
4
i
R/W R/W
45 I I i
I I
44
43 I I
I I
42
41 I I I ----
I it I
I I
40 II ?
I )
I 1
39 I I_ _?I
38
I I I
37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'C-1'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1 " = 3'

NE
ILANO NPACT KQM- R/W R/W
I. WETLAND DELINEATION IlFORMANON HAS BEEN
PERFORMED BY SOUTHERN ENVIRONMENTAL

45

2 GROW. INC.

TOPOGRAPHICAL INFORMATION HAS BEEN
43

1

43
PROVIDED BY 11MN STDEYS, PLS OF WILMINGTON,

NORTH CARORNA.
I
I
3. TOTAL PROJECT AREA IS 8,177,116 S.F. (187.7

44
1. TOT L WETLANDS N THIS PROJECT NOT 42
I
I
I
42
INCLUDING ANY PROTECTED DITCHES IS 611,631
S.F. (1611 AC.)
5. TOTAL LENGTH OF ALL INTERNAL AND PROPERTY
6 LF.
TLOTAL DITCHES IS D17CH W
CTS B
1 41 41
43 . A
Y
TH
IS DEVELOPMENT
ARE 21,599 Sf. (0.56 AC.) _'+---_ F-- --)------ -
IMPACTS. -

DITCH A - 1as2,173 Sf. (0.ri AC.)
DR CH B - N SE
(0.,S AC

40 I
i I
I

42 .
.)
SF.
D
) I 40
(00.066 A
SF.
DITCH 0 : 2,8 0
C. I
I
7. WETLAND AREA To BE PRESERVED (SEE SHEET
WET-3 FOR AREA LOCATIONS):
39 I I
( I
41 ?A%;, 20AAC 39
AREA Y . 7.69 AC.
AREA 2 . 0.35 AC.
RESTORATION AREA - 0.57 AC.
TOTAL ONSITE PRESERV
ON
11
68
T 38

40
8
-
.
A
I
AC.
EXISTING DESIGN ROAD GRADE TAKEN FROM 38
. PLANS TITLED CONSTRUCTION PLANS FOR
M RNO
? AC. PENDING ALL REGULATORY

39 9. V
NO SLOPE STEEPER THAN 2:1 CAN BE USED TD
TIE TO EMSTNG GRADE MOM BOTTOM OF DIT 37 I I JZ 7
, CH
OR CULVERT.
10. REFER TO SHEET WET-1 FOR VICINITY MAP OF

I7. DITCH IMPACTS.
THERE ARE NO DRAINAGE EASEMENTS ON THIS
PROJECT
ALL STO MWATER FEATURES UE
3g
I

36
38 .
NTHIN
THE COM
E
MON SPACE OF THE DEV
LOPEMENT.
I

37
35
1 I
1
35
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'C-2'
HORIZONTAL SCALE: 1 " = 30'
VERTICAL SCALE: 1" = 3'

Coastal Land Design, PLLC
Civil Engifth lls,dupA hi-/Cm-in Mm,
P0.13m 1172 FM- 910251A333
Wilmiglm. NC 28402 F-910254.0507
DRAWN : I NNTERNENP PROJECT
DESIGN : I WNTERRERP NUMM : IIID-02
CHEM : I CARMINE SCALE : I' . 30'
APPROV4D : J CMWF DATE : 22 Oft D0
,FILE NAME
MARINERS
REACH
DITCH 'C'
PROFILES FOR IMPACTS
C-1 & C-2
a...a
180-02 WET-9

RIW R/W
45
I
I
I
45

44
I I
I
44
43

I
43
42 42
41
41
40 (
)
I j
(
40

39
(
I i (
) I
j I

39
38 ?-?-(

I 38

37 I
37
50 40 30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'D-1'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
WFRAND IMPACT NOTES:
I. WETLAND DELINEATION INFORMATION HAS BEEN
PERFORMED BY SOUTHERN ENVIRONMENTAL
GROUP, INC.
2. TTROGRARHIC/,L IEORWTION HAS BEEN
PROVIDED BY MARK
IIpNX S1KId(S, PLS OF MIIMNGTON,
CARDINA.
3 TOTAL PROJECT AREA IS 8,177,446 S.F. (187.7
ACJ
4. TOTAL PETLANDS IN RN5 PROECT NOT
INCLUDING ANY PROTECTED OTCHES r 0T
S.F. (14.11 AC.)
5. TOTAL LENGTH F ALL INTERNAL AND PROPERTY
6. T? pDDITCH IMPACTS e011M1S DEVELOPMENT
ARE 24,598 S.F. (056 AC.)
IMPACTS.
d7T21 A . 12,173 SF. (0.29 AC.)
dRH B • 6,571 Sf. (0.15 AC.)
gfpl C • 7,772 5. (0.06 ACJ
-TCH 1) 7. WETLAND AR!
TO BEPRESERVED.(EE SHEET
KT-3 FA LOCAVONS):
AREA W • 4.80 AC.
AREA K • 1.27 AO
AREA Y . 7.69 AC.
AREA 2 . 035 AC.
RESTORA
TOTAL GN51TE PRESEA,ATKIN.S7 AC.
14.88 AC.
8, CKI5IMG DESIGN ROAD GRADE TAKEN FROM
PLANS n7LCD CDNSTRUCTpN PUNS rOR
MARINERS REACH. PENDING ALL REdAATORY
APPROVALS.
9. NO SLOPE STEEPER THAN 21 CAN BE USED TO
TIE TO EwsTING GRADE FROM BOTTOM OF DITCH
OR CULVERT.
10. REFER TO SHEET MET-4 FOR VICINITY MAP OF
DITCH IMPACTS
II. THERE ARE NO DRAINAGE EASEMENTS ON THIS
PROJECT. ALL S70RUWAIER FEATURES LE MTHIN
THE COMLIOI SPACE OF 7HE DEVFIOPEMENT.
RIW R/W
45
I
I
i 45
44
44
43
43
42
42
41
41
40 I i ----
--
------ 40
39 I- -?( 39
38 I I 38
I I
37 I i
50 40 ( 37
30 20 10 0 10 20 30 40 50
WETLAND IMPACT 'D-2'
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'

Coastal Land Design PLLC
GW [?gl Lnd:ape A?EiwwRlCOnamNimMmPOGe
F.O.B. 1177 Pb- 9162649333
Wilmi NC 24402 Sa:916SSM0602
Rp PROJECT
B NOEER 180-02
SCALE : I
' . JO
DAN : 22184 00
INERS
ACH
!m-
DITCH'D'
DITCH'D'
PROFILES FOR IMPACTS
D-18 D-2
IIQIWyq
C180-02 WET-10
gi
S
P.K.
INE BE "'NG DISTANCE
Ll N 305949• W 19419•
l2 N 6871'4T W 212.72'
U N 77'0859 W 31.34
l4 IN 77716'43' W 210,05'
LS N 765455 W 63,18•
L6 588'10'05' E 72,64•

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TOTAL WETIAND5 = 14.1 1 AC-_
TOTAL UPLANDS = 173.56 AC3
TOTAL TRACT = 187.67 AC3
Supply 150"
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(OSTMIBED)
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LE1N$ MMI,2,24!, SN.67d' ?IFOI E-2.243.758678
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CONTACT INFORMATIOWOWNER
JACK STOCKS 2 / I N FIFTH AVE WILMINGTON, NC 28412
PHONE:[phone]
ARK A. STOCKS, PIS, PC
PROFESSIONAL
LAND SURVEYOR
SURVEY REFERENCE
OEED COOK 2375 PAGE 1256
DEED BOOK 1498 PAGE 1029
N\F PRU77MBER FUND ONE
M.B. 4 PC. 141
D.B. 946 PG. 584
LEGEND
El.. P. EKISTWC IRON PIPE
E.I. EVS77NO ANON
EC,M.. CMSRNG CONCRETE MONUMENT
R1W RIGHT LY NAY
C.P. COMPUTED PONT
NOIE5.
I 111115 PRO, P'l' IS LOGIED IN ZONE N
/:[CORDING 70 F,IR.M., COMMUNOYPANKI
,295 2039 J. DATED. JUNE 2, 2016
2) NCG5 MONUMENT NOT fO-D'MT.IK 2000'
31 AREA BY COUI:DiNCTe5.
A.; ALL 0151ANCF5 ARE GROUND HCRIZONTAI.
5) HEILAND5 MAY NOT BE FILLED. DISTURBED, OR ALTEREU IN ANY WAY
UNLE55 PROPERLY PEMAIITfD BY ENE NO DEPARTMENT OF ENVIRDNMENI
AND NATURAL RF' O RCE5 AND,/OR THE U5. A-' CO" Of ENGINEERS.
6 ) BOUNDARY TAKEN FROM A 5IARVTl BY HA.011K DE51GN 5ER,HCE5, P.A.
ENTITLED MAP FOR FUNS TON LAND A TIMDER,LLC
5FUER51RACT DATED MARCn 3. 2004.
WETLANDS MAP OF
T I---1 E? E L L E IBS T tZA C T
LANDS DESCRIBED IN
DEED BOOK 2375 PAGE 1 25G
LOCKWOOD FOLLY TOWN5Wf' BRUNSWICK COUNTY. N.C.
I. MARKA 5TO?K5, LIFT 1, TAT 111; FROP,MO V.' AS 5,tlt DANG NAY UFA'Ah:IFJotF MY5I'PLRV150N
DES.iJP-IP1' A' 5nW.'N 0t' 1E FACE Of Ins PIA:, R.T1p 7r IT C,0, 5T COMPL'tER
61-1000'1,. THAI Ihf BCU VRIE5 110150RImD ARE EnON13TERR9N UNf5 PIDTTO FROM
INTOEMATI0I: RQ[RjACED; lF, 1,15 A'lvl PDTW_ro ,,A, FJ6HCf! l,?Hf 51INDAFDS or
PRACNCt FOR UND SLRVFI'G INNOPJn CF1DGw`, 4nWE55 N° GMNAI SGN:IURE. LICtNSUFE
NUM.EK ANDSER1h.!"21A 0A1'Cf PE,TD.EEP AD 1007
.......
MARRA. 51005
NC R51+v. L 3658 Y '
_ ? SE AL '_ _

4
?$ 08l 4
L-JA66
0
BY
F015 CERNFIf5 THAT TH15 COPYOf THIS PLAT ACCURATELI'DEPIC15 THE
BOUNDARY Or THE JUR150ICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE UNLESS THERE 15 A CHANGE
IN THE LAW OR OUR PUBLI5HED RF5VLATION5, TH15 DETERMINATION OF SECTION
404 JUR150ICTKKJ MAYBE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
CORP.
YEARS FROM TN15 DATE THI5 DETERMINATION WAS MADE UTILIZING RHF 1981
OF PNSINffR5 WETLA.N05 DELINEATION MANUAL
REGULATORY OFFICIAL
TITLE
DATE
U5ACE ACTION LO

OCTOBER 2007 187.67 AC±
300 0 150 300 600
L--_-J_-L I I
INCH • 300 FEET
p L.w. s-1 e_ I xrrH 1-7
1, Y
j I)aty Rc(cived "„id it N?inal,
.0 8 0 8 7 4
State of North Carolina
Department of Environment and Natural Resources
Division of lVater Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fionfr wall/ 1", f?lrf?t??f t>l?if??! jar ll?c as fill ori,?iffftl
GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Kingtown, LLC
? Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mark Stocks, Member
3. Mailing Address for person listed in item 2 above:
211 N. 51h Street
CityMilnlington State:NC Zit):28401
Phone: [phone] Fax: 930
- f 3 _ ) 763-8958
1 mail:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Mariners Reach
5. Location of Project (street address):
just north of 1763 Clemmons Road SE (SK 1505) off of NC Highway 21]
Cit),:Bolivia County:Brunswick
-
6- Directions to project (from nearest major intersection):
Left onto Clemmons Road SE (SR 1505 off of south bound NC I fighway 211. Project is approximately 1 mile
on riiiht.
7. Latitude:33d 59' 56.21" N y - Longit-ude:78d 11' 20.83" VV __ _ of project
8. Contact person who tan answer questions about tale project:
Nafile: N1ark Stocks
1: mail:[e-mail]
Il. PL;RNIFY INFORMATION:
1. Specifv whether project is (check one): ONew
Tele phunc N inn ber: 763-8124
j?Renewsrl [_JModification
5
1 (11111 8\?'t 1 - 101 VV rsimi 8,07 t't?! r 1 (0- 4
11 this apl?li<<rfi(?1? iti 1?? in;? tiuhnuli??,i .,?, tli( r???.ulf nl ,> 1(?ntt??1! 11I n;1?<li1i?,lti?sl? t(?,(:t ???•.itiiiitit', 1x?lmit li?,i th?? .
??l?l't Its' t?h' tV'1?(' i?? 1'l??lt'Ct It het 1. ?llllj
II „??' 1 h?ntilt?' ?! li+'h i ?(?ntiit?' i ?Kr?i?•??I„1, ?? ;?n( r,il i'??rn(it ?L'ni??r<<,1I `;??11' l,t >tlt?1
1 \(l?iilion,ll I'1oj(?< i Kt?.lnIIt III ?nt?. (? hey E, al?l?li? ,1b1(? h1?n11.?,)
I_JC AMA \1aju1 x?St?dimenLaGnn?}.1o5it(nc unlrol [?401/MI I't'imit Ni)1?1tornlwater
Information (,n required state pennit"can he obtaint'd by conldetill the t ustonur Service ( enteral
1-5i7-023-07-18
Ili. PROJECT INFORMATION
1 In the space provided below, summarize how stor7nwater will he treated Also attach a detailed narrative}
(one to two pages) describing stormwater management for the project .
Stonnwater will Ex treated by two (? conventional stormater ponds and three (3)_oversized stormwater
ponds that are connected by storm drain pipe..
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Site Area: 151.509 _-acres 4. Total Wetlands Area: 14.08 acres
5. 100' Wide Strip of Wetland Area: 9.61 _--acres (trot applicable if no wetlands exist on s7tt)
6. Total Project Area*':147.04 (Meth-2) acres 7. Project Built Upon Area:43? °i,
& i low many drainage areas does the project have?5
9. 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 Area 1 Drainage Area 2
Receiving Stream Name Nucitt Branch UI' to Lock-woods Folly
Stream Class & Index No. C;Sw- 15-25-1-9 C;Sw 15-25-1-(1)
Drainage Area (so 506,452 sf 1,540,848 sf
Existing Impervious' Area (so 0 sf 0 sf
Proposed Impervious' Area (so 252,741 sf 597,916 sf
Impervious' Area (total) 19.9% 34.8%
Impervious* Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings (so 150,000 sf 365,000 sf
On-site Streets (so 81,251 sf 173,330 sf
On-site. Parking (so n/a n/a
On-site Sidewalks (std 21,490 sf 59,586 sf
Other on-site (so n/a
Off--site (sf) - n/a n/a
'Dotal (so: 25?, 41 -- - - ----- 597,916
rn?t'c11?rt110 1111'11 /ti tit. JI W as r7IC I'11117 III)oll a? (-11 1)14-111r1177,?, 1'I11 1101 t1U17h'11 to, luull111t,s, roads, Karl ilIg 411,07s,
sirlc•tnalks, grai,cl areas, of
T ntnl pr11j?1 t an I s111711 lu° e'aIclllatt"I 1'asrrl olt I/I cII77Y'111 11 IV 7llliu; iliClllsioll 1>I a('rtlaulls ill t17c h71 i11 111);111 al rr
pcrcclitn;C calcrltatiou. -
I nrnl S%VI -MI %`(.ISwIl's 07 I'a t-, e 1 ul 4
l3a-min Information Dralnagc l?rea Drainage Area 4
trt??lil?-ln tre??m U I to I,() kwoods 1 „lip` Nu(itt Bc,111c11
n (1 Is Indcv No. C ;S?i 15 1 l I) C .S?r ] -?? l -?)
Ui,linawc :err a 1,')0',,57.1 sf 3,095,565 sf
_ _-
1 xIStin?4 III > __--
ro posed Impervious' Area 429,750 sf 1,34'4'9 sI --
,
'X? Impervious" Area (total) 34.0`(,
lm ervious* Surface Area Drains e Area 3 Drainage Area 4
On-site Buildings (Lots) 310,000 sf 740,000 sf
On-site Streets 95,473 sf 252,849 sf
Other on-site (Multi family) n/a 151,589 sf
On-site Sidewalks 24,272 sf 77,730 sf
Other on-site (Amenity) n/a 121,271 sf
Off site n/a n/a
Total: 429,750 sf 1,343,439 sf
Basin Information Drainage Area 5
Receiving Stream Name 1tilucitt Branch

v
ei
in Stream Class

C; Sw 15-25-1-9 9

Drainage Area _
316,645 sf
Existing Im ervious* Area n/a
Proposed Im ervious* Area 142,762 sf
%, Impervious" Area (total) 45.1%
Iz ervious* Surface Area Drainage Area 5
On-site Buildin s (Lots) -
36,000 sf
On-site Streets 16,675 sf
On-site Parkin 87,120 sf
On-site Sidewalks 2,967 sf
Other on-site n/a
Off site n/a
Total: 142,762 sf
I i?rnl: St1'l! 1111 Vol",Ioll S.U Pil- ?n i?f 4
II! i I???? ??,a? tli+? utf tiil?? ?niin?r?u?u? ,????,: li•,1r?1 ,,I,?,,,. ?i?ri?rit'1'???j? ; f i•. suin?un?irci h? ?iih l?t?? ??lir, li pirti???sl
gins stmnrvK ilcr tU enhCi III lilt off -SlIk"
IV. 1)1?1:1) RESTRI( °TIONS AND I'R ) I IJ-1.1VF ('OVFNANIS
)I it, oI the Inl!oV" Im, de,('d rc"5ti is 11+111ti anLi pI) h'i tiVe eo?enanls u, wgIlk ed tit he recorded for all sitb(Iivi",ions,
nutparrels and future develupnu'nt prim to the sale I)t and lot II lot tiizrs vary significantly, a table listins; ca( If list
number, size and the allm,,ahle built-upon area for each lot must he provided as an attac-hinent
Dorm DRPC-1 High Density Commercial Subdivisions
porn DRPC-? I ligh I)ensity Developments with Outparcels
porn DRPC-3 High Density Residential Subdivisions
Form DRPC-4 I,01V Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 Storniwater and General Permits Unit at [phone] for the status
and availability of these forms.
Dorm SW401-Low Density Low Density Supplement
Forin SW401-Curb Outlet System Curb Outlet System Supplement
Form SW401-Off-Site System Off-Site System Supplement
Form SW401-Wet Detention Basin Wet Detention Basin Supplement
Dorm SW401-Infiltration Basin Infiltration Basin Supplement
Dorm SW401-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-13ioretention Cell Bioretention Cell Supplement
Form SW401-1-evel Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Constructed Wetland Supplement
Dorm SW401-Grassed S%vale Grassed Sivale Supplement
form SW401-Sand Filter Sand Filter Supplement
Fc?mi 51'x'1 i-lUl V'crcir?n S.U7 I';tt?i? ni a

5111; 1A 1111 x1 1:1-t)t11R1 Ml \ I.?
( )111F sonlplett_° application pa(I,a.1,(- wwill he ar(epted alld w%icwed by the Division l+f tNatel QuAih (IMlO).
A complete packa,,e includes all of the heal- li>ted helmw 'I Ile complete application I")( s° shuul(1 ht
?ubIll it ted to the appropriate [?111O Office. (1t?l?rl,hl-i'lt( 11th(, nl,l% h(• ft)Itlld h? lucatinl', tjltill •t l i ll it
nltt?r<ctict? t??nhrx? nl,ll? at I:[t,? ., I -.In.ln)
t Pk'ast' Indlt. ate tJlal 1°ml II'lkr ' prn( 1tf(?(I tlf? it11it-lwlIisi IL'(1I]ifi"1 iotol?I1wtit)II I)v 111itl'lI111 ? Ill tll+' til`,1t t' 1'ltlVltl.'l
lw\1 to each Item
InItY11?-
C ]rl illal11ml oll" lvjyy (It Illu StOrnlww'at('r Mallagcil iit Puirnit Applicatloll l`orm
• C1r1,011 ll (11111 (l+l(, corI/ of Ihc° I)ecd Post Iictinns & Protective Cclvenants Fonll
Uriyinlll of the applicable Sclpplenlent horn(s) Lind O&M agreement(s) for each BMP
• Permit application processing fee of 5505 (51,000 for FApress) payabh, to NCI)RNR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report - -? - --
• Three copies of plans and specifications (sealed, signed & dated), includim-
Development/Project name
- F.ngirleer and firm
Legend
North arrow
- Scale
Revision number & date
Mean high water line
Dimensioned property/projec:t boundary
Location map with named streeus or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stonnNvater control pleasures
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including; off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual m firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Coastal Land Design, PLLC_
Mailing Address:PO Box 1172
City:Wilnlington -- -- -- -- State:NC Zip:28402_.
Phone: (?10 54-9333 c
?---. ----)__254-9333
_-` Fax: ) } 0 X54-050_
l;plan:jcarmineC???coastallanddc?sisl?.amt
VIII. APPLICANT'S CERTI 1-1 CATION
(llrilit nr typl, r:ame of llers(ll lisled ix Gen(°ral 111(nrnlatiol, them 2) Tt-lrtrk `)t(]cks
certify that the information included on this permit application form is, to the, host of my knowleds;( correct and
that the proicct will be construe led in conformance with the approved plans, that the requires{ deed r(,strictienls
and protective covenants will be recorded, and that the proposed paoicct complies with the requiremotits of 15A
N( 'A(,-' 211 100()
Si?;naturs Date
Dunn SWI 1- 101 V'rrsinn ,ti W/
I ._,_( =t of 4
NCDENR
Nr)rth Caroh[l a Department of Envi umettt and Nallwa
Division of Land Resources
D `imvns P P F Land Quality Section
( lohcl 4, _I( H i
Qt-tac U, ??n e? A--
.0 8 0 8 7 4
Rc-salrces
Michael F Easley Governor
dlllaitl'_? FUSS ..Ir secretary
1111 110DIF1(MIMS ?01)
,SVRN,A,1'1O'IS
P1?.R1 OR11.1\F ? R1.
Kinghmn. 1 I (.
N9r. Mark A Stacks. President
211 North 5th Street
Wilmington, NC 28401
RF: Project Name: Mariners Reach Strh(li\'isic,n Acres Appn"md: 65
Prujcct 11): Bruns-200-1 3
('Ounl% AOy?nStrecl: 131-uns"ick. Lockv?ood I,olly, (I n mums Rum (SR 1505)
itIve, Basin: Lumpur
Submitted 13). Uoastal I and IRAW PI .I.('
Date Rcccivcd I),? 1 OS: September 1 2()i17
Plan Af pcNF`A'
Dear Ntr. Stocks:
This office has rep 3eNved the suhject erosion and sedimentation control plan and herth?
issues this Imwi of Approval (\ith Modifications alld Per-forinance Rcscryations. A list of the
modifications and reservations is attached. "Ihis plan approved shall expire three (3) )cars
h0lo"Ing the date of approval. Am land-disturbing actiN ity has hcen undertakcn, as is required
by title 15A NUAC 413 A112Q Should the phn not perkwrn adequalel,_ a revised plan will he
requucd t(, S I 1 3A-54.I )(h).
Please bu adAscd that Thle 1 5A N('A(- 413.t)I l S(a)requires that a copy of the apprmcd
erosion control plan he on file at the joh site. Also, you should consider this letter to give the
Notice required b (K. 1 13A4,l.1(a) of our right of permlic inspection to insure compliance
\\ ilh thc appro\ cd plan.
North ('arolina's Sedimentation Pollution ontrol Pro'-'raul is pc;rforniance-oriented.
) the
requirilly protcclion of existing natural resources and adj&11111' propcrties_ If, follo"ing
corn menccruom ofthis project, it is determined that the erosion and sedimentation Control plan is
inadequate to meet the requirements of IhC Sedimentation Pollution Control Act of 1973 (North
Carolina Uncral Statute l13A-51 thru 66), this office may require revisions to the plan and
nnplcmciiumon of the revisions to insure compliance v? ith the Act
b' Ifl'Illgwn NOW Me
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. 0 8 0 8 7 4
7:?:) KINGTOWN LLC
1860000501
Parcel Number 1860000501
_.._.__...
Account Number
PIN 50463180
204919616273
'Owner KINGTOWN LLC Q
Owner Address 1
O ner Address 2 211 NORTH FIFTH STREET
City WILMINGTON
State NC
Zip 28401
Legal Description 187.67 ACRES
Parcel Street Number
Parcel Street
Street Type
Street Dir
Subdivision
Deed Book 2652
Deed Page 0019
Deed Date 8/1/2007
Plat Book
Plat Page
Plat Date
Land Value $1,418,790
'Building Value $0
Other Value $0
Deferred Value $0
Total Taxable Value $1,418,790
'Heated Sq Ft
Year Built
Bedrooms
Full Baths
Stories
Ext. Wall 1
Ext. Wall 2
Neighborhood 5011
Municipality
'Fire Tax District SUNSET HARBOR
`Township LOCKWOOD FOLLY
Acreage 187.67
l
Sale Price $2,000,000
iMapp T'ax Report - Brunswick County http://www,propertykey.coin/vao/taxiinks/iniapp/wrar/htrnl/property'?..
°,1d iMapp Tax Report - Brunswick County
Property Information
PID:1860000501
Property Type: Other/Unclassified
Property Address:
, NC
Land Use:
98 / VACANT LAND
Lot Size: 187.67 A
Legal Description:
187.67 ACRES
Subdivision:
Neightborhood:
5011
Current Owner
KINGTOWN LLC
211N5THST
WILMINGTON, NC 28401-4012
Value Information
Land Value $1,418,790 Total Assessed
Assessed
Bldg Value $0 Exempt Amour
Extra Value $0 Total Just Mkt
Tax Year 2007
Millage
Rate
Building Information

OResideinial DAgricultural Government OWater
ElCommercial Industrial 910ther Condo
Most Recent Sale
$1,418,790 Sale Date 08/01/2007 Sale Price $2,000,000
Book/Page 2652/19 Deed Type
Vacant/Improved Qualified
$1,418,790 Seller STOCKS JACK G
Act Yr Built Heated Area Roof Type Floor
Eff Yr Built Eff Area Roof Struct
Beds Total Area Heating Int. Wall
Baths 0 Quality Fuel Type
Bldg Description Air Cond Ext. Wall
Model Fireplace
Flood Zone Classification
X Area that is determined to be outside the 1% and 0.2% chance floodplains.
©2005 iMapp, Inc. Information is believed accurate but not guaranteed. Independently verify all information important in your
investment decision; property dimensions may vary depending in the method used to calculate them.
I of 1 5/19/2008 3:03 PM
=?Li 1 f i ZuU ( i L 14 71174754077 ?;17G U-i uL
,Q•-?.a?,w,ev? l C?
oa a8 -?' 4

Environmental, Ukvc.Icptitcnt, anJ ?on5ervation advisors
wvrw.r,c9j.us
Lettcr 4 cren2g
kcreby rant
As-n? /chcnt NaMO
Southcrn Environmcntal Group, Inc., (5ff-Gi) tier.. right to
rcprescnt Jcy k Stc c lc s in matters regarcline enyironmcntal
(Cl;cm)
con5ultin5 servicca on real propcrty owned ?y a C k 5 tic K S
(J ropcrty Qwner)
at G?? m wwn5 66 in S
;y
LCK (SA- 51'a-W Count, , No4 Carolina.
FG
snc
? Qwner/Agcnt
ID /
Date -?
33 5 SouA College Road, 5»it . r- • Wilmington, No4 Carolina Ulf 12
9 so.-rjz_zj 1 1 • rax: 91 0_457 lepP • [e-mail]
05-17-200f 14:32 TACT: STOCKS 9107638958 PACE2

08 0a, 7 4
Soutkcrn Environmental Group, Inc.
53 15 5outh College }load, cjuite E_ • Wilmington, North Carolina 281-12
91 OA9-52.27 1 1 • j`ax: 9 1 0.452.2899 • [e-mail]
www.segi.us
Mariner's Reach Mitigation Plan
Requested By:
Kingtown, LLC
211 North 5' Street
Wilmington, North Carolina
28401
Prepared By:
Amanda L. Kolb
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
May 2008
Introduction
Kingtown, LLC ("Applicant") is proposing to develop a single family residential
subdivision, Mariner's Reach, that will be located off Clemmons Road (SR 1505), in
Bolivia, Lockwood Folly Township, Brunswick County, North Carolina. While there is
not a physical address available for the subject parcel, it is located approximately 1 mile
north of the intersection of NC-211 and Clemmons Road, on the east side of Clemmons
Road. The Applicant is requesting Department of the Army approval for unavoidable
impacts to jurisdictional linear features. The Applicant has retained Southern
Environmental Group, Inc. (SEGi) to prepare a mitigation plan to off-set all unavoidable
impacts associated with the proposed development.
The subject parcel is comprised of 187.7 acres (8,177,446 square feet). It was
determined that of the 187.7 acres, approximately 14.11 acres (614,631 square feet) are
considered jurisdictional wetlands, 16,902.03 linear feet are considered jurisdictional
linear features and remainder of the property is considered uplands, according to the
parameters set forth by the United States Army Corps of Engineers Wetlands Delineation
Manual. This information was verified during a site visit with Ms. Kimberly Garvey, US
Army Corps of Engineers Brunswick County Regulator, held on 04 October 2007. While
the jurisdictional determination information package and wetland boundary survey were
submitted to the Corps, they have yet to be returned to SEGi, and thus, cannot be included
as an attachment to this mitigation plan.
The subject parcel is vacant of any structures. A soil road enters the property from the
western boundary and extends to the southern boundary. In the center of the property,
another soil road extends toward the eastern property boundary. Prior to the Applicant
purchasing the property, ditches were cut alongside the soil roads. Additional ditches
were cut along the southern and western property boundaries. Two easements are
associated with this property: a 100' CP&L powerline easement cuts through the
northeastern corner of the site; and, a 30' access easement exists along the northern
property boundary, as it enters the subject parcel from Clemmons Road. The future road
beds for the subdivision have already been cut through upland portions of the property.
The site still has areas which are heavily vegetated, though surveyor site lines have been
cut through some areas.
Different habitats are present throughout the property. The 404 wetlands on-site can be
classified as a loblolly pine wet flat and the on-site ditches are classified as jurisdictional
linear features. The property identification number (PIN) associated with the site is
1850000501. The surrounding land uses in the vicinity of the project are residential,
future residential developments, low density commercial uses, silviculture, and
agriculture.
Impacted Sites
At the present time, 14.11 acres of jurisdictional wetlands and 16,902.03 linear feet of
jurisdictional linear features exist within the proposed development. Completion of the
proposed subdivision requires that 0.56 acre (24,599 square feet) of jurisdictional linear
features be impacted, which will allow for the construction of the proposed subdivision.
There are four (4) proposed impacts to the interior jurisdictional linear features located
throughout the interior of the proposed subdivision, referenced as Impacts A, B, C and D.
The perimeter property line ditches will remain intact. According to the engineer, the
filling of the on-site jurisdictional features will not impede adjacent lands, as the
perimeter property line ditches will continue to handle the drainage from the adjacent
properties. The impacts are unavoidable, and have been minimized as much as possible
(Figure 2 - Impact Map).
Soils
Soil types present within the proposed Mariner's Reach Subdivision include: Foreston
loamy fine sand (Aquic Paleudults), Leon fine sand (Aeric Haplaquods), Murville mucky
fine sand (Typic Haplaquods), Torhunta mucky fine sandy loam (Typic Humaquepts),
and Woodington fine sandy loam (Typic Paleaquults) (Figure 13 - Soils Map). All of the
aforementioned soils will incur some minor form of impact, associated with the
construction of the roads and infrastructure for the subdivision and attendant features.
According to the National Hydric Soils List, Leon fine sand. Murville mucky fine sand,
Torhunta mucky fine sandy loam, and Woodington fine sandy loam are all classified as
hydric soils, while the Foreston loamy fine sand is not identified as such.
Vegetation
Vegetation associated with the loblolly pine wet flat wetlands observed on-site include:
Acer rubrum (red maple); Andropogon glomeratus (bushy bluestem), Aristida stricta
(wiregrass), Pinus serotina (pond pine), Pinus taeda (loblolly pine) and Quercus nigra
(water oak), among others.
Vegetation associated with the upland areas on-site includes: Andropogon glomeratus
(bushy bluestem), Ilex glabra (inkberry), Liquidambar styraciflua (sweetgum), Lyonia
lucida (fetterbush) and Pinus taeda, among others.
Hydrology
The site's hydrology is influenced by precipitation combined with a high, shallow ground
water table. Hydrologic indicators that may be observed within on-site wetlands include:
saturation within the upper 12", drainage patterns in wetlands and water-stained leaves.
Mitigation
The proposed impacts required to construct the subdivision and attendant features will
permanently impact 0.56 acre of jurisdictional linear feature. As compensation for these
impacts, restoration of 0.57 acre of wet flat wetlands subtype loblolly pine and
preservation of the remaining on-site wetlands are proposed.
Restoration
(0.57 acre)
The first component of wetland compensatory mitigation will be the restoration of
loblolly wet flat wetlands, totaling 0.57 acre (Figure 12 - Exhibit Map, Figure 14 -
Restoration Area On-site Pictures). As denoted on the Wetland Mitigation Map, it
appears that the area most conducive to wetland restoration is toward the north-west
corner of the property, adjacent to the loblolly wet flat complex found near the property
boundary. The soil in this area is mapped as Torhunta mucky fine sandy loam, with a
seasonal water table of between '/2 and 1-'/z feet below the surface. Water may pond in
the Torhunta soil series for brief periods. Water will be introduced to this area by
building up the lots, which will push water back toward the wetland complex. The lots
will be graded such that the runoff associated with impervious surface areas will be
directed toward the roadways and stormwater management features. Water not associated
with impervious surfaces will sheetflow toward the restored wetland area, and thus,
reintroduce hydrology in the restored complex. The influx of stormwater should restore
the wetland back to its original hydrologic regime, as there is no topographic change
between the proposed restoration area and adjacent existing 404 wetlands. The top 6
(six) inches of soil will be grubbed in the restoration area, and minor plantings are
proposed, to assist in further stabilizing the restored wetland complex. The
aforementioned minor plantings will include a canopy layer of. loblolly pine (Pinus
taeda), sweet gum (Liquidambar styricaflua) and water tupelo (Nyssa sylvatica var.
biflora). The understory will be planted with: redbay (Persea borbonia), sweetbay
(Magnolia virginiana), titi (Cyrilla racemiflora), gallberry (Ilex coriacea) and fetterbush
(Lyonia lucida). If rehydrated, it appears the wetland restoration area will resume normal,
healthy wetland functions.
By restoring these factors, the applicant is making every effort to ensure the three
parameters associated with wetlands are met and maintained: hydrology, hydric soil and
vegetation. Photographs will be taken upon completion of the restored wetland, and one
year after. These pictures will be used to determine survival of the desired species and
the establishment of hydrology in this area.
In addition, the restored wetland complex will be placed into strict preservation,
essentially revoking the right to fill, grade, excavate or perform other land disturbing
activities within it and all other wetland areas within the property (see Figure 15 - Draft
Copy of Restrictions). The restrictions will be designed to ensure perpetual preservation
of the property and will be held by the homeowner association.
Preservation Areas
(14.68 acres)
The second component of proposed mitigation consists of the preservation of 14.11 acres
of unimpacted wetlands, in addition to the preservation of the restored 0.57 acre of
wetlands, bringing the total acreage of wetland preservation on-site at the Mariner's
Reach subdivision to 14.68 acres (639,460.8 square feet) (Figure 12 - Exhibit Map).
Recent urban impacts within and adjacent to the proposed wetland preservation areas
increase the need for preserving wetland functions. Residential subdivisions in the
vicinity of the subject parcel that are either proposed, or in the construction phase,
include: Avalon (Town and Country Developers at Wilmington), Paramount (Avalon
Land Development, LLC), Lennon Hills (Lenhil, Inc.) and The Reserve at Palmetto Creek
(Logan Homes).
Preservation of this land will provide a significant vital resource protection in the Lumber
River basin. In order to insure perpetual protection of the mitigation sites, the Applicant
is proposing a pennanent preservation easement be placed on the wetland preservation
areas (14.68 acres). The easement will be designed to ensure perpetual preservation of
the property and will be held by the homeowners association.
Habitat Values
Due to the high quality of these wetlands, they provide a number of functions pertinent to
wildlife, which migrate through the area seasonally or utilize these areas during a life
history stage. These wetlands provide habitat in an area where development may
eventually occupy the majority of the surrounding land.
Mammalian species which may utilize the wetlands include: Odocoileus virginianus
(white-tailed deer), Vulpes vulpes (red fox), Urocyon cinereoargenteus (gray fox),
Procyon lotor (raccoon), Didelphis Virginiana (opossum), Sciurus carolinensis (gray
squirrel), and smaller rodents such as the field mouse.
Bird species which may utilize the wetlands include: various species of predatory hawks
and owls, as well as smaller bird species such as Turdus migratorius (american robin),
Cyanocitta cristata (blue jay), Mimus polyglottos (mocking bird), Cantopus virens
(eastern wood pewee), Parus carolinensis (carolina chickadee), Thryothorus
ludovicianus (carolina wren), Parus bicolor (tufted titmouse), species from the family
Ardeidae (herons), among others. It should be noted that this habitat provides excellent
migratory and resident song bird habitat and nesting areas.
Herpetological species which may utilize the wetlands include: Agkistrodon piscivorus
(eastern cottonmouth), Agkistrodon contortrix contortrix (southern copperhead), Nerodia
erythrogaster erythrogaster (redbelly water snake), Opheodrys aestivus (rough green
snake), Elaphe obsoleta obsoleta (black rat snake), among others.
Turtle species likely to be found include: Terrapene carolina (eastern box turtle),
Clemmys guttata (spotted turtle), Chelydra serpentina (common snapping turtle), and
Kinosternon subrubrum (eastern mud turtle). Many toad species from both the
Scaphiopus (spadefoot) and Bufo (true toads) families, as well as frogs from the Hyla
(tree frogs) and Rana (true frogs) families. Various species of salamanders from the
Ambystoma (mole salamanders), Notophthalmus (newts), and Plethodon (wood
salamanders) families.
Monitoring and Success Criteria
To ensure the successful establishment of the restored wetlands, long term monitoring
will be required. The hydrologic regime will be monitored, for a five (5) year period, or
until the Corps deems the restoration successful. Biannual site visits will be conducted in
the spring and fall seasons, with yearly reports submitted in the spring. Photographs will
be taken on-site, to document the viability of the restored wetland complex. Vegetative
counts will be performed on a yearly basis. In addition, a single monitoring well will be
installed, to ensure adequate hydrology. The texture of the soils in the wetland
restoration area will be observed, to measure the moisture content.
The success criteria of this mitigation site will be based on the 1987 Army Corps of
Engineers Wetlands Manual. The mitigation site will be deemed successful once it meets
the three wetland parameters outlined in the manual. The site will be deemed successful
by meeting the following success criteria for a period of five (5) consecutive years, or
until the Corps' deems the restoration successful.
Vegetation
Vegetative success will be based on the dominance of FAC+, or wetter, species within the
restoration area. Visual inspection and photographs of vegetation will be taken to
document the vitality of the complex. Species diversity will be noted during the growing
season. The presence of vegetation and hydric soil, in addition to the rehydration of the
restoration area, should produce a dynamic wetland system. Species diversity will be
noted during the growing season. Vegetative counts will be performed on a yearly basis,
to determine vegetative success rate.
Hydrology
Hydrologic monitoring within the site will consist of determining the depth of the water
table at various locations in the restoration area. A single monitoring well will be
installed to a depth of 20 inches and will be lined with sand and sealed with bentonite.
The well will take daily readings of the water table depth, and the data will be processed
into graphs and plotted against National Weather Service rainfall data for the area.
Success criteria of the hydrologic parameter requires the site to exhibit one or more of the
primary indicators, or two or more of the secondary indicators of hydrology, as outlined
in the 1987 Army Corps of Engineers Wetlands Manual, under normal conditions (e.g.
normal rainfall, normal temperatures, etc.).
In order to be considered a viable wetland complex, the plotted data from the monitoring
wells must document that the water table is within twelve (12) inches of the surface for
five percent (5%) of the growing season. According to the Brunswick County Soil
Survey, the growing season for Brunswick County occurs between March 7 and
November 28. Five percent (5%) of two hundred sixty-five (265) days equals thirteen
and forty-five hundredths (13.45) days'. Should the restored wetland meet the
aforementioned criteria, in addition to having viable wetland vegetation and hydric soils,
the Applicant could consider the restored wetlands a success and monitoring may cease.
Soils
Hydric soils are present at the proposed restoration location and their hydric conditions
will be enhanced as a result of restoring the sites' hydrology. This will be accomplished
by introducing water to the area and returning the restorated wetland area to its original
hydrologic regime.
Restoration of a normal hydrologic regime, in addition to the already existing wetland
vegetation and hydric soil, should ensure success at the proposed restoration area.
Contingency Plan
Should the above-referenced restoration plan not meet the success standards and
specifications set forth by the United States Army Corps of Engineers, the Applicant is
proposing to make payment to the North Carolina Ecosystem Enhancement Program in an
amount proportionate to compensate for impacts to jurisdictional waters.
References
1.) Soil Survey of Brunswick County, North Carolina. United States Department of
Agriculture. November 1986.
A
w

814.84'
?DqTCH "E" ALONG PROPERTY
(WATERS OF THE U.S.)-
To AfYAN MAws,MF,Bp
\ \ \ GRAPHIC SCALE
X ?v
\ 400 0 200 400 800
\ \ ( IN FEET )
\ 1 inch = 400 ft.
m4 m]
18 \ 185 n,, 81 t% xe6 1e4 2B1 \ \
m4 xw m
? tb 181
m1 w 17a
107 1„ [phone] '. 31B \ \
\
m ttv_q an 2711
ma 110 175 274 173 171
PROPOSED
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MULTI FAMILY ? `
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-2 !17 1.27 AO OF J w
EXISTING WETLAND L55 LB7 J`
E WETLAND ' IN TO BE PRESERVED. Owl 9 • + + ` •
e7 B? +
DE SOUTHERN ENVIRON HAS BEEN 11 ° Jm
PERFORMED B BY i
PENVIRONMENTAL 1J 5e (AREA X) `' ? + +'
269 GROUP. INC. BB ( • 9
2. TOPOGRAPHICAL INFORMATION HAS BEEN 51 334 JJ'4 ` ` ? ` ` ` + %'
NR MDIED BY MARK STOCKS, DLS OF WILMINGTON, a] n° Its 66 ye 1. • ` . ` . ` . ? + ` ? + • ? i70j
S TOTAL PROJECT AREA S 8,177,116 SF. (Ie7.7 147 -
lp 114 b - ? + ? b
4. TOTAL WETLANDS IN THIS PROJECT NOT ,0} ]m !w ]4e 157 ` ` ` ` ?y 6 +V6+ `(s v 4.80 AC OF
,? b Ile n!
INCLUDING ANY PROTECTED DITCHES 5 611,631 • ?
s.F EXISTING WETLAND
S.F. (11.N AC.) s] Jro ,N ,e, NI 156
s. TOTAL SH 1ALL INTERNAL AND PROPERTY -i °B „: J55 ,,, ?
LINE DITCHES .01 TO BE PRESERVED.
() Iil Jm J.ro JBJ J5o ' ? + ? (AREA W)
fi. TOTAL DITCH ITCN IMPACTS ACTS BY THIS DEVELOPMENT = ev sz 2x (s1 ,
ARE 21,589 S.F. (0.56 AC.) Im I' Nv x4 J61 JBI 1s]
IMPACTS: y m ]0 0 „e ,J,
DITCH a = 1za3 s. (0.29 ac.) m IT 10 51 u4
DITCH B • 6,514 SF, (0.15 AC.) y PROPOSED 165 JI7
DITCH c 2.772 SF. (9.06 AC.) r Im AMENITY ml 5Ie 15! m, ne
DITCH 0 2,e10 3, (0.06 AC.) 17 N u ,a ]n xe !44 „a
7. WETLAND AREA 10 BE PRESERVED (SEE SHEET 44 o Z u CENTER
WET-3 FDI4 AREA LOCATIONS). T N k7
AREA W . 4.80 AC. k p 1a ]te xe
AREA M . 1,27 Al-
AREA Y - 7
69 AG Z m -' 124 1.7 105
!15
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AREA Z 03 AC.
RESTORATION AREA - 0.57 AC. Tr,
C f'1 74
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TOTAL ONSITF PRESERVATION . 14.68 AC.
6. EXISTING DESIGN ROAD GRADE TAKEN FROM
N .TJ
In lu
10
1 14
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PLANS TITLED CONSTRUCTION PLANS FOR
MARINERS REACH, PENDING A11 REGULATORY {

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APPROVALS
9. NO SLOPE STEEPER THAN 2:1 CAN BE USED 10 Z
fn 7 116
143 lox 0
m Sn
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DITCH IMPACTS. IQ ao
n In Ia A5
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11 . T1 ERE ARE NO DRAINAGE EASEMENTS ON THIS
PROJECT. All STORMWATER FEATURES LIE WITHIN

b Im IN ml ne .
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1

RESTRICTIVE COVENANT GUIDANCE
August, 2003
Often, developers of residential or commercial subdivisions subject the property on
which the subdivision is built to restrictive covenants, that include provisions such as
setbacks, types of homesibuildings that can be built, etc. If the District has determined
that restrictive covenants are acceptable as a means of preserving mitigation property, the
following language can be added to those restrictive covenants:
"The areas shown on the recorded plat (identify the plat by title, date, and
recording data) as conservation areas shall be maintained in perpetuity in their
natural or mitigated condition. No person or entity shall perform any of the
following activities on such conservation area:
a. fill, grade, excavate or perform any other land disturbing activities
b. cut, mow, burn, remove, or harm any vegetation
c. construct or place any roads, trails, walkways, buildings, mobile
homes, signs, utility poles or towers, or any other permanent or temporary
structures
d. drain or otherwise disrupt or alter the hydrology or drainage ways of
the conservation area
e. dump or store soil, trash, or other waste
f. graze or water animals, or use for any agricultural or horticultural
purpose
This covenant is intended to ensure continued compliance with the mitigation
condition of a Clean Water Act authorization issued by the United States of
America, U.S. Army Corps of Engineers, Wilmington District, Action ID
, and therefore may be enforced by the United States of America. This covenant
is to run with the land, and shall be binding on the Owner, and all parties claiming
under it."
Usually, restrictive covenants have a provision that the property owners (either all of
them or some percentage of them) can amend or modify the restrictive covenants. If that
is the case, that provision needs to provide that our required paragraph (usually identified
by paragraph number) cannot be amended without the express written consent of the U.
S. Army Corps of Engineers, Wilmington District.
The permit condition should state that the permittee will record restrictive covenants,
acceptable to the Corps of Engineers, for the purpose of maintaining the mitigation areas
in their natural state in perpetuity, prior to the sale or conveyance of any lots or other
property within the subdivision. It is important that the restrictions be recorded prior to
the sale of any property within the subdivision (or phase, if it is being developed by
phase). If they are not, then any property sold prior to the recording of the restrictive
covenant are not subject to those covenants. Suggest the following:
"Permittee shall execute and cause to be recorded in the County
Register of Deeds restrictive covenants acceptable to the Corps of Engineers for
the purpose of maintaining the conservation areas, as shown on the recorded
plat* (identify by title, date, and recording data), in their natural state in
perpetuity, prior to the sale or conveyance of any lots or other property within the
subdivision. The permittee shall enforce the terms of the restrictive covenants
and, prior to conveyance of the property, shall take no action on the property
described in the covenants inconsistent with the terms thereof. The permittee
shall provide a copy of the recorded restrictive covenants to the Corps of
Engineers within 15 days of recording."
* It is possible and acceptable that the plat may not be recorded at the time of the
issuance of the permit. If that is the case, delete the word "recorded" and be sure you
have a copy of a plat showing the conservation areas in the file, and identify it in the
permit condition by title and date. The plat, however, must be recorded at the time the
restrictive covenants are recorded, and prior to the sale of any lots in the subdivision.
2
.?f.2c?lrYlel/lt ? lP
COMPLIANCE WITH WETLAND & BUFFER REGULATIONS
0 4
In accordance with Title 15 A NCAC 2H .0500, the following DEED NOTIFICATION shall be recorded in
the Brunswick County Registry prior to the conveyance of lots. Said Deed Notification shall apply to
Mariner's Reach Subdivision, lot numbers 174, 175, 180, 184, 185, 251, 252, 253, 254, 261, 262, and 338 in
Brunswick County, North Carolina as shown on plans titled Mariner's Reach prepared by Coastal Land
Design dated date: 22 April 2008.
"A portion of this lot has been determined to meet the requirements for designation as a wetland, stream or protected
stream buffer. Any subsequent fill or alteration of this area shall conform to the requirements of the state rules
adopted by the State of North Carolina in force at the time of the proposed alteration. The intent of this provision is
to prevent additional wetland, stream or buffer filling or draining, so the property owner should not assume that a
future application for filling or draining would be approved. The property owner shall report the name of the
subdivision in any application pertaining to said rules. This covenant is intended to ensure continued compliance
with all rules adopted by the State of North Carolina and therefore the State of North Carolina may enforce benefits.
This covenant is to run with the land and shall be binding on all Parties and all persons claiming under them".
Signature
Owner's name:
Address:
City, State, Zip Code:
Phone Number: ()
STATE OF North Carolina
COUNTY
I, , a Notary Public of the State of North Carolina,
County, hereby certify that owner personally appeared before me this day and executed by above certification.
Witness my hand and notorial seal, this day of , 2003
Notary Public
My commission expires:
Innne+n? IT
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
May 19, 2008
Amanda Kolb
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington NC 28412
County: Brunswick
JURISDICTIONAL STREAM DETERMINATION
Project Name: Mariner's Reach - Brunswick County
Subject Feature (s): Two features located on both sides of the dirt road pictured on the attached soil map at the
proposed site of Mariner's Reach.
Date of Determination(s): 05/14/08
Feature Location Notes/Basis for Call (Stream Form Rating, Biol.
Indicators, etc.).
A Two features located on both sides of the Large spoil piles, Zero sinuosity, Lack of
dirt road pictured on the attached soil map. topography and geomorphology
Ditches - not jurisdictional streams for
DW
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected partdes
that dispute a determination made by the DWQ or Delegated Local may request a determination by the Director.
A request for a determination by the Director shall be referred to the Director in writing c% Cyndi Karoly, DWQ
Wetlands1401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. You must act within 60 days of the date that
you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made in a timely
manner. To ask for a hearing, send a written petition, which conforms to Chapter 150E of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This determination is final and binding unless you ask for a hearing within 60 days.
Respectfully,
Chad Coburn
Senior Environmental Specialist
cc: WiRO
Central Files
John Hennessy - DWQ Wetlands and Stormwater Branch owhCarolin
Ian McMillan -DWQ 401 Oversight and Express Unit Nort
atmallJ
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service 1-877-623 6748 ne
FAX [phone] Internet: h2o.enr.state.nc.us WwofthCarolina
I Naturally
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