20081340 Ver 1_401 Application_20080808

WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE 1o1
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
TO: NC Divison of Water Quality - 401 Wetlands Unit
2321 Crabtree Blvd
Raleigh, NC 276o4
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
0 ,340
LETTER OF T° ° NSM7TM
DATE 8/28/08 JOB NO. 03080602.00
ATTENTION Ms. Cyndi Karoly
PHONE#
RE: Riverside Development NWP 2 PCN

o .?

AU G 9 2008
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
® Attached ? Under separate cover via
? Prints ? Plans ? Samples
? Change order ? Diskette ?
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION
2 8/28/08 0 o8o602.0o NWP 2 PCN Submittal (Courtesy Copy)

U FN I r- .;,j T
'
r' >..
THESE ARE TRANSMITTED as checked below:
® For approval ? Approved as submitted ? Resubmit copies for approval
? Foryour use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signature:
Date:
COPY TO: Fle SIGNED: Troy Beasley
If enclosures are not as noted, kindly notify us at once.
4
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
August 28, 2008
08` 1 340
US Army Corps of Engineers NC-Division of Water Quality
Regulatory Field Office 401 Wetlands Unit
Attn: Ms. Kim Garvey Attn: Ms. Cyndi Karoly
P.O Box 1890 2321 Crabtree Blvd.
Wilmington, NC 28402 Raleigh, North Carolina 27604-2260
Re: Riverside Development - NWP 29 PCN Submittal
W&R Project #03080602.00
Dear Ms. Garvey and Ms. Karoly,
G U R ES'Y
Copy
? R E-1 M9 5
AUG 2 9 2008
DENR - WADER QUALITY
WETLANDS AND STORMWATER BRANCH
On behalf of River Pointe Group, LLC, we are requesting authorization from the USACE to use
NWP 29 for 0.01 acres of impacts to jurisdictional wetlands for the construction of the proposed
project. The project also proposes 0.17 acres of impacts to isolated wetlands. The project will
result in 0.18 acres of total wetland impacts and therefore will not require authorization from
DWQ 401 Wetland Unit. A courtesy copy of this PCN has also been provided directly to Mr.
Chad Coburn in the Wilmington Field Office.
The site is located in Castle Hayne, New Hanover County. The project is approximately ±96.0
acres in size and is located in the Cape Fear River basin. The wetland delineation was reviewed
and approved by Ms. Jennifer Frye with the Corps of Engineers on September 21, 2007. A copy
of the signed JD Survey has been provided as an Appendix to the enclosed PCN.
The current request is for 0.01 acres of impacts to 404 wetlands and 0.17 acres of impacts to
isolated wetlands (see the attached maps and PCN for details).
Please feel free to call if you have questions or require additional information.
Sincerely, _.__._._
Troy BIley
Environmental Scientist
Attachments: NWP 29 PCN
Cc. Chad Coburn - DWQ Wilmington Field Office
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenel.com
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 8 1 3 4 0
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing Co 0 U 1. E f
COPY
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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: ?
Il. Applicant Information
1. Owner/Applicant Information
Name: River Pointe Group, LLC - Matt Murphy
Mailing Address: P.O. Box 306
Carolina Beach NC 28428
Telephone Number: 910-458-5605 Fax Number: 910-458-7709
E-mail Address:
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. Troy Beasley
Company Affiliation: Withers and Ravenel
Mailing Address: 7040 Wrightsville Avenue, Suite 101
Wilmington NC 28403
Telephone Number: 910-256-9277 Fax Number: 910-256-2584
E-mail Address: tbeasley a)withersravenel.com
Updated 11/1/2005
Page 1 of 10
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: Riverside Development
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): R03300-001-015-000; R03300-001-016-000
4. Location
County: New Hanover Nearest Town: Wilmington
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From Wilmington, take
Castle Hayne Road (133) north towards Castle Hayne. The project is located west of the
intersection of Castle Hayne Road and Kerr Avenue, behind the Food Lion.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.2865 ON 77.9233 °W
6. Property size (acres): ±96.0 acres
7. Name of nearest receiving body of water: UT to the Cape Fear River
8. River Basin: Cape Fear - HUC Code 03030007
(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/mUs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: In the existing condition, the property consists of
undeveloped woodlands. The general land use in the vicinity of the project consists of
commercial development and single family residential development.
Updated 11/1/2005
Page 2 of 10

10. Describe the overall project in detail, including the type of equipment to be used:
The overall project will consist of a mixed density residential development. The project will
be constructed using standard commercial development equipment. There are no proposed
activities or construction methods proposed that will require specialized equipment.
11. Explain the purpose of the proposed work: The purpose of the proposed project is to meet
the demand for residential housing in northern New Hanover County.
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.
The onsite wetlands were reviewed and approved by Ms. Jennifer Frye with the Corps of
Engineers on September 21, 2007 (AID #SAW-2007-00906-065). Copies of the JD Tearsheet
and signed wetland survey have been provided as Appendix 1 to this application.
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 permit requests anticipated for the proposed 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
Updated 11/1/2005
Page 3 of 10
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:
The proposed project will result in 0.01 acres of impact to 404 wetlands for construction of the
main access road. The project will also result in 0.17 acres of impacts isolated wetlands as a
result of construction of the main access road, lot 26 and site grading.
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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Wetland Impact #1 Permanent Fill - 404 Forested No ±1,770 if 0.01 ac
Wetland Impact #2 Permanent Fill - Isolated Forested No ±1,770 if 0.05 ac
Wetland Impact #3 Permanent Fill - Isolated Forested No ±3,600 if 0.06 ac
Wetland Impact #4 Permanent Fill - Isolated Shrub No ±3,600 if 0.01 ac
Wetland Impact #5 Permanent Fill - Isolated Shrub No ±3,600 if 0.05 ac

Total 404 Wetland Impact (acres) 0.01 ac
Total Isolated Wetland Impact (acres) 0.17 ac
Total Wetland Impact (acres) 0.18 ac
***Please note that Wetland Impact Areas #1 (75 sq ft) and #4 (105 sq ft) were so small that they were rounded to 0.001 acres***
3. List the total acreage (estimated) of all existing wetlands on the property: 5.95 acres
404 Wetlands - 4.9 ac
Isolated Wetlands - 1.05 ac
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- multin1v lenoth X width then diviriP by ,11 srin
Stream Impact
Number
(indicate on map)
Stream Name _
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)

NOT APPLICABLE

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 4 of 10
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.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

NOT APPLICABLE

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres):
Wetland Impact (acres): 0.01 ac
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ® Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
The proposed project will result in 0.17 acres of impacts to isolated wetlands as a result of
construction of the proposed project. Wetland A (0.05 ac) will be removed in the post-
development condition as a result of site grading. Specifically, the hydrology of Wetland A
would be secondarily impacted as a result of construction of an adjacent drainage ditch which
is necessary to maintain existing drainage patterns of offsite stormwater which currentlX
flows through the site. The hydrology of Wetland A is provided by groundwater fluctuations
and upland runoff. Due to the extremely small size and functional value of Wetland A
expensive measures such as a clay liner could not be justified to preserve the integrity
long term viability in the post-development condition. Therefore Wetland A will be
impacted from site fill and grading. Wetland D (0.05 ac) will be removed in the post
development condition for construction and grading of Lot 26. Construction of the access
entrance will result in partial impacts to Wetland I.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Updated 11/1/2005
Page 5 of 10
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed project exhibits avoidance and minimization of wetland impacts to the g
re
extent possible by maximizing development within onsite uplands and limiting wetlands impacts
to onlv those necessary for construction of the internal access road The proposed project will
result in 0.01 acres of impacts to 404 wetlands as a result of construction of the main access road
There are no proposed impacts to 404 wetlands as a result of any other site activities The
proposed wetland impacts are extremely minimal (_0.01 ac) and the functional value of Wetland
C will not be affected.
In order to provide assurance against future wetland impacts the 5.79 acres of wetlands
remaining in the post-development condition will be preserved through the incorporation of a
Restrictive Covenant in the HOA documents The proposed Restrictive Covenant language was
taken from Attachment B - Restrictive Covenant Guidance of the Wilmington District Process
for Preservation of Mitigation Property. The Restrictive Covenant and Conservation Area
Exhibit will be recorded with the New Hanover County Register of Deeds to provide assurance
against additional wetland impacts until the final HOA documents are drafted and recorded
Copies of the Restrictive Covenant language and Conservation Area Exhibit have been provided
as Appendix 2.
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,
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
Updated 11/1/2005
Page 6 of 10
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
htt]2://h2o.enr.state.nc.us/newetlands/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.
The proposed mitigation plan for the proposed 0.01 acres of impacts to 404 wetlands will
consist of the avoidance and minimization efforts exhibited by the site plan as well as the
preservation of 5.79 acres of onsite wetlands remaining in the post development condition
The preservation of 5.79 acres of onsite wetlands will result in a 32.1 preservation ratio for
all wetland impacts 404 and Isolated). Based upon the avoidance and minimization of
impacts to 404 wetlands exhibited by the site plan design and minimal impacts proposed to
404 wetlands (0.01 acres), no additional mitigation is proposed.
The onsite wetlands will be preserved through the implementation of a Restrictive Covenant
as discussed in Section VII of this application. The Restrictive Covenant and Conservation
Area Exhibit will be recorded with the New Hanover County Register of Deeds to provide
assurance against additional wetland impacts until the final HOA documents are drafted and
recorded. Copies of the Restrictive Covenant Language and Conservation Area Exhibit have
been provided as Appendix 2.
Per Water Quality Certification #3705 Condition 10: "In accordance with 15A NCAC 2H
.0506 (h) compensator mitigation may be for impacts to 150 linear feet or more of
streams and/or one acre or more of wetlands." no additional mitigation for DWQ is proposed
for the project.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wr2/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Updated 11/1/2005
Page 7 of 10
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):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. 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 ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact Required
Zone r Multiplier
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Updated 11/1/2005
Page 8 of 10
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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.
The proposed project will result in impervious surface exceeding 20%. Water quality treatment
will be provided by a high density stormwater management system which consists of XX wet
detention ponds. The Stormwater Management Permit application is currently being prepared
and will be submitted to NC DWQ.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal will be provided by the Cape Fear Public Utility Authority.
XIII. Violations (required by DWQ)
Is this. site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project is located within an existing residential and commercial developed area The
proposed project is not anticipated to be a catalyst for additional development Therefore there
are no cumulative impacts associated with the proposed project.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
Updated 11/1/2005
Page 9 of 10
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).

(A
.pplicant/Agent's
signature is valid

re Date
an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 10 of 10
AGENT AUTHORIZATION
Ju,l?• f?08 l:??Phi
AUTHORITY FOR APPQINTMENT OF AGEtJT
No • 4384 P 1
The undersigned owner(s) River Pointe_Group LLC do(es) hereby appoint
Trot/ Beasley J Withers & Ravenel Inc as his, her, or it's exclusive agent for the purpose of
petitioning the appropriate local, state and federal environmental regulatory agencies (US Army
Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) far:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands,
surface waters, etc,) and/or; b) preparation and submittal of appropriate environmental permit
applications/requests for the --Riverside Development project.
The owner does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue in effect until completion of the contracted task or termination by
the property oviner..
Date:
Agents Name, Address & Telephone`.
Troy Beasley / Withers & Ravenel I nc
1410 Commonwealth Drive Suite 101
Wilroing#on, NC 28403
Tei. [phone]
Signature of owner(s) / Contract purchaser(s):
(name- Print) ?(Title)
(Signature)
I oZ N. Lakt- Pare ??
Mailing Address
0 " m r
?
City late Zip
County, North Carolina
t, I I •
I V. X)V I I a Notary Public of the County and State aforesaid, certify that
q0:13z personally appeared before me this day and acknowledged t e execution
foregoing instrument- Witness my hand and official seal, this j0h day of
20,.
(Bif ° S ..-LING
NdTgHy pl?SttC Notary Public
New Hanover County
North Camlitla
+ ihiiastton Exoira*MAY 20 2013
My commission exDirss 20 .
GRAPHICS

.

J
W
Z N
r
W?
r
•
•
N
M
r
r_
I_
t
J
16
M
r
r
Wr
•
I
r
F
L
0-
0
4-1
m
u
Q
J
+-e
N

e
9
,

J '-
Q
U
N
_Uo
2
d
Q
U

e?
? r
f
.t
now
.. ... ?. ? ? ?e a Ab '??? € «". ?.?#dh.,,,?i'w r ?.JA?'` i?*?•? /".°` Y {.y? 6 4""?
w=
?? O c
? U
`v
NN
.N
-12 1
I11 Y
kom
? s y,
Aft,
?-T7
? :.
U o

0
V o
u

Q •?

o?J
0

w

i

,
17
1

$ to

9

.. J
ZN
r
W?
` r
>
r
/
al N

.. N

Y
?r
s
t
16
pM,

r
W"
2L i
r

CL.
Q
C(
(i
V)
D
a?
E
0-
0
>
v v
0
-? v
L
Q?
l.L.?

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2007-00906-065 County: New Hanover U.S.G.S. Quad: Wrightsboro
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: River Pointe Group, LLC
Address: PO Box 306
Carolina Beach, NC 28428
Telephone No.:
Property description:
Size (acres) 100.58 Nearest Town Wilmington
Nearest Waterway Northeast Cape Fear River River Basin NE Cane Fear River
USGS HUC 03030007 Coordinates N 34.2865 W 77.9233
Location description The six parcels (803300-001-013-000, R03300-001-015-000, R03300-001-016-000, R03300-001-
045-000, R03300-001-046-000, and R03300-001-031-000) are located at 2525, 2545,2553, 601, 601, and 2619 Castle
Hayne Road respectively, in wetlands adiacent to the Northeast Cape Fear River, north of Wilmington, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
X There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWAx33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 9/21/2007. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frye at 910-251-4923.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps of Engineers Wetland Delineation Manual and is
adiacent to the NE Cape Fear River, a Navigable Water of the United States. This site borders the NE Cape Fear
River, which exhibits an Ordinary High Water Mark (Mean High Water). This determination is based on information
submitted by Withers & Ravenel on 11/7/2006 and a site visit by Jennifer Frye on 1/6/2007.
D. Remarks
Please be aware that this property contains non-lurisdictional, isolated wetlands, specifically Wetland Areas H, I, J, A,
and D. Please contact the North Carolina Division of Water Ouality at [phone] to discuss the State's regulations
and requirements for these waters. It was determined that these wetlands are not bordering, neighboring or contiguous
with any Section 404 iurisdictional waters.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jennifer Frye, Project Manager,
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 11/21/2007.
"It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence."
Corps Regulatory Official: =
Date 09/21/2007 Expiration Da a 09/2112012
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
httv://www.saw.usace.anny.mil/WETLANDS/index.htrnl to complete the survey online.
Action Id. SAW-2007-00906-065
Copy furnished:
Troy Beasley, Withers & Ravenel, 7040 Wrightsville Avenue, Suite 101, Wilmington, NC 28403
Joanne Steenhuis, DENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
C7 ?
CZ C3
z

825
go
L
W
3y?
0
U
?Lj
W
J
Zc 6:x
c R?s
t
^
A
1
0
0
N
CTdOZA. 3 N KVH 3-f1S`d T CO.
R
CIE
i I 1 1 II ? I I T T??m ? N N
P All,
^
l i 11 ? 7 E5 z
1 w Z
N o N
199.99.
S02'51'33"E?. J
ci
400 cd
1 1 ;2
"? 1 1 0 rn ZQa vs
S03'56'13"E W 1 0
,S02'50'30"E ci i ( e
454.56'
200.38• N 3 pc s .
w SOg'l1'20"?
?- 223.02' ((II o m ?"
+d' ~ 71 ..J
t Z ? WW
t _ z? ac it-
UQ
l
cm
O ?- t
t ? 1
1 0 \\?? 11111!!!/??/
1 ?J j?
N
?3
0
QQ 1 8 ?--
." --• 1 "c3 ? c
-H .R c 1
0 l l
II It -?
-- V)
a o o i .? ? r
Sao ... 1 ?a r
w 11 ?, ,_ l
1I ?d I

. H d 07 ?
CL w
Z
s
w
M
O pMj
z C4
uzw

a
a
t
?1 -
t .''• N11 07?O1 W 210.0
..' . ` 517.82'

17,
-kj
85
60W
'•'•' 3•t46.
. . ' 0•
x
?z a
LL-
1Q
f'8 ab'N Ql?JD ON
N
W
Z M
W?
r
My
M`
r
M?
r
Wr
T_=
r
i
rr
+?` I
i
CL. z
N
N
z
? X ?
zmm
L1G O J
? o
? U
D
o.
w

?• L
M ,e
N
0
J
r
} ?lM a0i
G U7 .:"e ?Qv Y
pi cu cu cu cv) cu cu w w w W NNNNNcM11NNNNNfMLINNNNNNN(MiJNNNNNNNNN
, m ?
OD .01 mom h If)t0 m0+v\??Mnlf)M?\n ao a% ?.d %0 96
rr?\i \ W
W W
r
r
r?
I -A
r
??sZ
r1,
OQ6 u?
4 y' f1,
N w w hsrr+mtOm?M°lf)NkOh0 ? C0
3 h
Q N-?°.ViawO
z ?oMNCimhaf app.r'1nln.t•?m(tl^??c1Jlf)M°OI' OOa?D1??Dmo`rU'ic+'i?php a
0 0 ?
?O \ J
1??0 V
y
cu N N N cu N N N N N N N N N N Cu N N N N N N M M N N M M N N N N N N N N M M N N N cy) W N N N c%j N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M CV) CU N N N N N N N N
?wz
>- ??OMO oO+MNhM
{ N
}yy???? m
OD
_zz
W 1ww.-."'www..rwww
U??zd -J
LL_
J .
Q w
O 1.7t?1?1717L7171717t?17I.71717171'li L7 17 17 17 17 17 17 17 17 17 17 1h17?=ZS?SSZ=2yS
Q Q
r Z
Q J
Z 1-'
w
0
0
O
U
Li z
o
LLI ? O+oMmU?d?\Od???h?0N .-:I?hln ? Nsh"'mO?aNO?MhtrY't n?Df?7h0 Md:lAl?° tf)
CO w.M-.,M?o1?h????t0\O N ??t0? N ?0 N N ???DtOm00?0?D0???M cu ?O?D?mh?nh^?.-•
< CU CU cu CU ?MMMMM M CU cu CU cu cu MtN?MfN7 M M M MMM Cl) •MfN?M M(N M CU N M NM tr) N M CN7 M (?7 CN7 f'T NM?MM M (N M Cl)
< o
Z
4
rt, to ? -•+ et• CD fU fA ?p r-' N O tLl M Rl (70 0 t` h ?D flj (L1 r- h (vi f>7 co 6 ? fly h 1, co \p N ? Ij ? N CO
F4 .4 1 .4 1
?? v O
QN O
LLJ
U_ f- F- ? 1?
'It
g
to ? a
z
0
co
er.
Q
g
48
<
L D ?0 U7 b -? to '?t w w
v? fu s
z m N?t ?
y
j F-
LO
U.j Qw o wNM?t!!')?DJJ
LL. ¢ Qd: QQ QQ??n1PgR?4C4 WOOf?P4POpgpgpgpqpqp?pq?? UUUUUUUUCJUU 4 4
O
N
0
d' 0
-°+ 0
h 0
'? 0
o 0
1+7 0
o G?
h O
o O
h O
h O
N O
m O
m O Q
M O
h 0
d 0
? Co
In 0
•o 0
M 0
h 0
to 0
d' 0
N 0

o 0

N
- 0
? N

pp ?
h m
? N
h ,
-+ m h
N 0
OO M
m '"'
? h
M W
II? ?
C? N
Q? m
? N U•?
": W
U+ IQ
?O o
? N
? ? h
aO N
tL? t'?
Q; h
lf) tO
O? M
ln O\ M
H

r m
M
. h
V1
0 Ci
1n
0 h
?O
0 n
N
- ?D
In
I>7 l7D
N
?' ?
N
In
(n
?f
0 d.
d' ?
m .w-.i
o? h
''
O O
O+ ?

m n
`+' c
M 0+0
m
?' nJ
'?
a'
`
r a
o .t
p o
o m
? l!)
o
' h
o ?
o M
0

(n U
?
,d,
et
?.
,a. ai
N
d.
st
d tl' a' d' d
N V
' "d
N d'
N ?
N et
N
N d'
N NN
?ry 1n
N U)
N I!)
N V7
N U
1
N 1h
N N U?
N

? O

V O
h O O O
U") O
tT O
? O
o O
N O
? O
Id' O

N O
? O

h O

il7 O

h O

o O

w O

1A O

w Co

N h

tf7 0

.In 0

tD 0

m 0

O\ 0

O 0

If7 h

0?
Z
? O
? w
? ?
? N
? N
? h
Q M
IM? ?
? tl'
N ?
? In
? t?
? ?
W (T
? M
M d'
?
?
tD I?
?
? In
wd' M
N
? M
l7 h
N tO
?
m
M f')
?
r h h h N m ON 0 0 m 0 0
0
0) 01 tD h
? h h h
? t0
? to ?., 1L) fry h m M M h h nN
Z w « M ww w

?

w
IC-

-+
1-
lPl

w
\O
h
m
0\
0

N
•-

N
1-
N

N w
E-
w

w

M..

`r+

H

H

?

?
!

H

a

?

N
7
Cl)

M
d?

"y
l
l?
?
?D

'y

-J
0-
J x S S = 2 2 S Z Z z = N « h F~-
1
0
o 0
0\ 0
O 0
h 0
>n 0
a• 0
0 0
h 0
O\ 0
° 0
m 0
M 0
^4 0
t0 0
d' 0
o 0
M 0
w 0
(n 0
U7 0
N 0
0? 0
M 0
„w,?
h 0
^' 0
m
M 0
If)
N 0
h
?d CO
M
w
" 0
M
tD 0
d'
lfl 0
h
d' 0
o
h 0
? 0
a'
(7, 0
h
0\ 0
? .0
c
,...i O
.w-?
p\ O
? O
W
\0 O
M
\L)
? M O! N ??D, imD S ? ? o tr M M N ?t f? U? ° CD ?D f*) f'? eF f'? d- tn w ?f) N O '?' ^
Q M N ? ? in in
?-+ pp mil'
h o
h
'.'4 w
h V)
t? m
?O o
h ?
? in
tO U7
? M
tD (1"
IA 0
U7
-1 t0
? Q?
? 00
lly m
ln ?
w h
ln m
n
w (7\
If1 w
?
^? tf)
N
."? 1()
"'
N
w
C'
w N
?'
"?
w M
w h
M
w h
M
w m
M
'0' 'd'
.?
M
d'
M
?
M
e3'
M
a' MV.
'd'
N '
d'
i
qt 0
'd'
f4 ? .+ '+ w ^? w .-+ .-+ .-i ..r . ..r w w w •(tJ •-+ .+ N N N

O
h O
.-+
h O
p\ oo
o O
M O
O O
d- O
V7 O
m
° O
m O
h
M O
M
h O
N
U% O

'? O

m O
M
o O
tO
U) O
N
I, O
%O
U7 O
M
V• O
w
? O
C7
d? O
w
N d
o 0
h
Cn 0
ln
?O 0
ln
'd 0
st
o 0
lR
M 0
lf7
N ^+
? 0
\O 0
If1 0
0s 0
v 0
N 0
tO 0
U+ 0
Cr) 0
Ify 0
Cr) 0
?

Z
? o
if) l* A \Q M
I17
M
?0, ?
o
OD
.?•
o

'
p\
-•+

lf?
OD

+
h

o
U7

i
o

O
N
C1

c
1Y)
U?
co

?
`?'

O
i!')
fn

D
C?

m
a'

?"?
fi?

N
h

tl1
t?

M
r!

t?
a\

.
p

OD
U7
M

?

U?
h

d:
o

i?
o

O?
N

N
d?

M
h

?
?
=
r h
t0 N
U')
m c
m
OD m
d'
m h
tt
0, N
m
01 U7
O
0 w
d'
0 k,
\b
o C.y
w
«+ (?
l
w tu
w -
«
h N
N C
Lt7
fU G
m
N 4
M
M \D
M •t
0\
C') ?
e}
h I
m
st ?
?
h O
U7
h h
M
U') h
IJ') ?'+
? 'd'
w O?
?O d'
h n
h ? ,
t0
? ?
? p1
h p°" OmD 0?O
Co
N 00D ^ n
?
1? %D
Q? \D t0
0s \O
0\ \p
0s \p
0\ h
? h
o h
? ?
..y h
? h h h
? h
? h
0 h
as ?
.r h as p\
w o% p h
1 ? h ON ? 0 h ? h as h ON ? UN 0\ Olt 0\ ?
? ?
N
N N N N Nh N N
? ( M (N M M C ? ?I M M ( CO +'1 ? ` ° ? d M ? d' d ? ? dm
' ?'
C U M ? '~ N M st ll? ?O h m II? ° .w.?
o
w
0
o
d 0
1t)
h 0
(+)
O 0
(T
m 0
O
m 0
ON
-w 0
O
if) 0
O?
M 0
OO
h 0
Os
m 0
t
U9 0
t"?
h 0
h
w 0
tf,
\p 0
t`)
.- 0
N
M 0
O
kO 0
w
In o
(7\
o O
O\
M A
In
o O
tr)
l? O
ln
ON O
tT
N O
ln
o O
In
•+ O
N
117 O
M
h O
h
-' O
d•
?t O
o
?"? O
o
m O
N
N O
UN
N O
ll?
in b
o
? 0
M
•Y 0
W
m 0
°
<") 0
In
lA 0
o
? 0
N
m
Z ln ? f") er t'? O? ? %O ?t ° OD f? ? ? '" tT (U ? QD II'i ° tO m N ^ o et O, N OD Cj m. 1? I? Vi ? lri ln ? W M ?
w
M

'' o
M --+ .-+ m

N h m
N N M N o o h
w m
w
+-?
?+
r
w
-?
w
w
w
w
w m

N
N N ?
1 M M N N N N N N N N N N N N w w w . . N
N
W N N N N N N N N N N N N R J N N N N N N N N N N N N N N N N N N N N N N N N N

? ?7
M
N 0
Op
N 0
l17
m 0
U?
\0 0
tA
? 0
N
O pp
w
m O
Q?
\O O
m
ln O
(T
d- O
m
et O
o
d', O
N
^E b
M
M 0
M
I!') 0
iO
m 0
th
tO 0
tT
tL) 0
M
%0 0
\f)
\O 0
\O
d' 0
Q+
(7+ In
u7
m g
M
tn O
0+
M O
0N
^'

? O
m
h A
d'
d O
o
M

r O
1/y
N O
w
?

h O
h
?O O
o
d'

t' O
m
M

• gq
?D
N

• M
?p
f+7 O
o
'?

" O
?

m O
o

o

Q` O
N o

m O
o

« O
°

o
N
Z
? o h d- \O o ?O •t (n P
'' h
? M
0 ? N
o h
d- N w
N fU lA 'i
m N
- IA
N N st M
? O
h m OD
frf %O,
'd' t
Z
h W
()1 h
h ?
lA et
fU ?
tJ? Ip Q
lA h m
r
? o
m
?O N
•^+
h h h
O
h h
O
h N
"'
h h
h
tD o
OD
?D )
(
f1C1
%0 0D
?0 Q?
\0 1n
CT
?D °
h o
h in
o
h o
h ?
tT
?D M
O?
?O N
0 d
tO
tf) O
h
tD h
h
W ?p
h
D d
ClD
%O m
'`D ?
\7 p?
?D 0N
0 0?
? f1?
k0 o
h
6`. 0N
tO 0
0 ON
?D 00
?0 M
%p
%p 0
?0 ?A
0? h
\p h
10 ? m
t0
tT t

d

J

L

I

I

A

A

h

A

J
?

I7_

,t

W

7

W

O

W

h

W

0

LJ

N

W

W

W
-

?

W

M.?

W

V-?

W

0

-?
W

?
?
W

N

W

«

W
%D

a
F-

w

1•r-

N

Li

M

lr.

?t

le

In

i.L

O
L?.

h

la.

O
i.
W

N
l+.

?

t
i

?

O
? w
LA.

~
?
N

QJ..
?

«

17

Q

17

?

17

?.?
17

N

1.7

N

17

V. O
M
U7 O
h
N O
1D
t[) O
st
d• O
M
M d
N
In O
w
? 0
N
N 0
?p
G\ 0
,p
(7\ 0
N
\O 0
?p
d• 0
w
h 0
?
n 0
w
fT 0
w
ln 0
w
N 0
OD
n 0
M
* 0
{y\
m 0
N
"+ 0
d'
U'l 0
d
tf) 0
"'4
?"y 0
h
?• 0
\O
\O 0
M
h 0
m
.t 0
N
N 0
N 0
m
M Q
tf)
M 0
tT
?O 0
?D
In 0
N
m 0
?
o 0
w
N 0
m
M 0
I!')
m 0
If?
?O 0
m
et 0
OJ
tf)
N M \0 o --'? h o d' q? M O\ d' m W - 0 N "+ d ?U ?J In ? M 'ai' 117 ?0 d' m d' t0 o (T N h u? l? d' (T ? h
Z
H Qi f-, o (U t-
m 6
N Q`
p o

? ?p

tL) W

h

hr 4

M ? M 1f')

M vj

(>7 \G

h ?'j

h '?

h `p

h M

? O?

N W

?0 6

U7 d:

M %6

w -•'

O `D (7? ^' ',0

N W

h In

N

? 'd'

h 00

O? t!)

f>J OD

d' v)

° 4

tl?

¢
a-
sr
d'
N ,a.
N
?
N
V
N
st
Ct1
.r
N
d'
N
N
V
N 'o.
.
N V.
?
N o
d.
N
M p? p?
fry
N O?
M iT
(•g
N
N ?
I'9 o
d'
N o
d" o
d' N
M N
C')
N N
M
N "''
M
N ^'
M
N
M
N
M
N
f+q
N
'M
(l1
N
C1.1
N
N
N
N
N
N

W N
N N
N N
N N
N
N N
N C„)
N
N
N
N
N CV)
N
N M
N
Cl) M
N M
N
N N
N
N N
N
C(Y)
U N
N N
N
N N
N N
N N
N
cu
m
N cv)
N
N
N
N
N M
N
cu CV) N
m
N N
N N
N
N m N
(Y)
N
0 0

m 0

? 0

`r 0

h O

d' O
tY
M O
U7
ln \p

? 0
N
w 0
It
m 0
N
N 0
h
?O 0
as
tO 0
Cl)
M 0
t8
h 0
.10
M 0
h
U'1 0
h
CD 0
t0
O? 0
*
O 0
0
tn 0
„w,,
,
. 0
CO
sr O
M
tp -+
't
h ,Q
(U
h 0
o
h 0
^?
m 0
ON
\p 0
1r)
N 0
-'+
N 0
'm
O? 0
N
m 0
t0
'?t 0
m
h 0
sh
if3 0
U")
%O 0
t7+
N 0
M
O? 0
h
co 0

h
? tf? --' In N ? ? Q N In M -! M h ^' '?' O? In tr) d U3 0% N ? U) f? OD O ? h ^! h l-
w d?
t1D
00
N
?
_ (1!
lf) t<
N fr)
et \U
d• 6
?p N
\O -4
m ?
\p ci
o m
o m
d• o
Ip M
? %D
m if)
o M
w -4
•t to
h 1A
?O (1 j
N m
?D N
ln M kO
o m
h N
OD OD m
00 t O
c? N
?O °
N .16
o `t
? 4
tf) h
-•+ p? .U7
\D CU
lA to t+')
tD ? j
?,,,

?
w
w

h
«+

h
"'?

h

^
w

h
."?

h

^
O

h
O

h

n

n

^

^

`

w
h

r+
h

h

h

n

?

n o

h

^

?

D n

m

? m

?

b

0

N ?

C-)'

0

%

?D m

\p

0

m

m

m m

Ip
.

Q •r N (`) Nr U`1 tO h 1-' '} w cu M tl' lf7 %O
h
m
0
w
N
M
sf
U3

\O

h

OD

O? o w N

U M

U d-

U U'f

U
Q I- H
APPENDIX 2
Restrictive Covenant Language
"The areas shown on the Riverside Conservation Area Exhibit 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 SAW-
2007-00906-065, 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."

GENERAL NOTES
1.) THIS IS NOT A CERTIFIED SURVEY AND
HAS NOT BEEN REVIEWED BY A LOCAL
GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND
DEVELOPMENT REGULATIONS. THIS IS A
WETLANDS CONSERVATION AREA EXHIBIT
THIS IS NOT A BOUNDARY SURVEY.
2.) SEE PAGE 2 FOR CONSERVATION AREA
LINE/CURVE TABLES
PARCEL INFORMATION
DEED BOOK: 5133 PAGE: 648
OWNER: RIVER POINTE GROUP, LLC -1
PIN: R03300-001-015-000
(312910.37.3236.000) &
R03300-001-016-000
(312906.37.2680.000)
SITE AREAS
r?
I
u7
M
Lo
r-
I N
TOTAL SITE AREA: 53.43 AC.±
CONSERVATION AREA G: 3.21 AC.±
CONSERVATION AREA F: 0.11 AC.±
CONSERVATION AREA E: 0.35 AC.±
CONSERVATION AREA C 0.72 AC.±
CONSERVATION AREA B: 0.50 AC.±
CONSERVATION AREA I: 0.06 AC.±
CONSERVATION AREA H: 0.84 AC.± -
TOTAL CONSERVATION AREA: 5.79 AC.±
3
N16'26,19"w
274.7

I
d 5-5'W
w N10'35'21" W N222 1g'
2526 9? 517.89' 114. .
21 C37
G12 G28
F1 CONSERVATION-\-f - - -
-AREA G
12 3.211± AC. CP&L PO'
LINE R/W
J --CONSERVATION
N67'33'38" E AREA F
52.98' 10.11± AC.
M (TIE G5 TO F1)
N
00
I
CONSERVATION
E16 111 91, AREA E
0.35± AC.
El.,.. • •'• ?•'• E8 I
167.88'
16
C10 CONSERVATION
AREA C
0.72± IAC.
CRV1
DI
Z\\ k°
/V) Qi
I M
. i DD
LEGEND I-
CONS TION
AREA
Cl\
31.6..x•
I
TOTAL SITE AREA
95.16± AC.
TOTAL CONSERVATION AREA
5.79± AC.
I
- CONSERVATION
AREA B
0.50± AC.
> I
\B9
04.43' I
00
N
O
N
r'
N
I
I
Ir
w II
.1
N
N
:r
zII
III
- 11
I
III
rW
c
? M
,r N
234.00' I CONSERVATION
AREA H
0.84± AC. H17 _
co
I ?
N
1
H9 ?a
H23
NC GRID, NAD 8 3 Hl \ Z
CONSERVATION \ z
S08'14'23"E AREA I \ Z
GRAPHIC SCALE N87'21'37"E 212.87 14 0.06± AC. O=
100.48' 18
02_3
400 0 200 400 800 Co c!>_ \ 0.
CD
1S 4g A \ d
01 E N 11 58320 02 f \\ z
51
1 inch = 400 ft. 519 3
?
/ I 102'54'21" E
7ERESA 659.18'
a
? SANDY LN /
WHIZ'MA1N w I I
} \
HARRELS A
?q I
IT
WIND SA DR? ' \ I I
HORN A
u N KERR AVE J?
SITE HARNETT AVE qv ??rC O / l
ti??? I I I III I -?
CHAD`J1CK AVE / -po r?0?>, I I I
O
prc GRIM SIR
CqR? SfITTER DR AYN ROAD
?gMgIC pgRK
Hf RI rg CASTLE H
CE
BERMUD A DR DR I T-TI
A DR I 1
VICINITY MAP (NTS) PAGE 1/2
RIVERSIDE WETLAND CONSERVATION AREA EXHIBIT WITHERS RAVENEL
LMf INLLLf 1 ?LANNLLf 1 fORYLYO Lf
ro•o.ms.......s..o.wu.,... H.o ?,.nv ,..o, .u.?wsw», s..,?wss.v.. .•.......,,..M<..
CAPE FEAR TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
I]
CONSERVATION AREA G
LINE TABLE CONSERVATION AREA E
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
Gl 26.30 N41 '47'49"W E1 28.57 N06'45'36"W
G2 65.17 N00'07'39"E E2 37.57 N35'45'54"W
G3 39.54 N30'27'09"E E3 28.52 N30'02'28"W
G4 34.94 N02'00'33"E E4 40.26 N16'30'56"W
G5 44.03 N36'41'06"E E5 54.50 N01'08'l1"W
G6 37.82 N1 7'30'27"W E6 54.05 N09'05'42"E
G7 28.70 N72'00'05"W E7 33.73 N1 5'23'26"E
G8 45.83 S71'33'44"W E8 44.96 N75'09'10"W
G9 28.52 S82'04'43"W E9 29.13 S03'53'56"W
G10 33.11 N1 5'29'47"W E10 72.97 S1 3'36'40"W
Gll 85.36 N38'29'20"W Ell 19.65 S45'48'52"E
G12 51.88 N47'18'22"E E12 53.08 509'09'04"W
C13 29.75 N39'49'58"E E13 39.56 Sl0'31'47"E
G14 38.80 N20'38'47"W E14 52.03 S1 7'08'24W
G15 44.10 N54'58'05"W E15 25.03 S31'54'48W
G16 46.57 N03'34'52"W E16 15.60 508'4356"E
G17 37.58 N38'09'47"W CO NSERVATION AREA C
G18 37.96 N74-49'32"W , LINE/CURVE TABLE
G19 32.33 N67'47'37"W LINE LENGTH BEARING
G20 26.67 N02'23'45"W Cl 35.04 N30'31'36"W
G21 41.84 N46'14'1 2"E C2 29.96 N30'31'36"W
G22 33.22 N09'56'21 "W C3 38.17 N65'04'23"W
G23 35.04 N09'33'22" W C4 35.67 N29'0846W
G24 47.27 N1 2'07'43"W C5 20.07 N22'52'16"W
G25 26.15 N04'03'56"E C6 7.49 N30'38'36"W
G26 34.85 N11-12'05"E CURVE LENGT H RADIUS CHORD CHO RD BEARING
G27 27.23 N23'14'00"E CRV1 28.9 1 545.00 28.90 S80'44'01"E
G28 72.06 N18'37'34"E C7 40.90 S47'52'09"W
C29 66.67 N68'22'05"W C8 54.50 S80'01'45"W
G30 40.36 S79'33'49"W C9 53.21 S45'59'32"W
C31 35.13 N22'22'10"W C10 29.38 S25'01'36"W
C32 66.91 N52'14'45"W Cll 35.13 S43'00'07"E
G33 47.81 N33'40'59"W 22 18.17 S45'55'48"W
G34 38.90 N49'53'58"W C13 43.19 N57'43'33"W
G35 49.34 N08'13'1 2"W C14 45.59 573'56'59"W
G36 50.90 N07'16'48"W C15 33.18 S18'14'46"W
G37 6,29 N07'16'48"W C16 29.07 S18`l4'46"W
CONSERVATION AREA F
LINE TABLE CONSERVATION AREA B
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
F1 58.39 N16'11'03"W B1 5.33 N09'30'56"E
F2 29.06 N03'09'52"E B2 39.72 N09'30'56"E
F3 50.15 N53'24'03"E 83 16.71 N43'24'25"E
F4 34.78 N63'39'59"E B4 33.98 N11'09'20"W
F5 38.27 N06'57'52"E B5 38.10 S79'06'38"W
F6 11.95 524'16'30"E B6 52.72 N69'08'56"W
F7 25.88 S33'43'57"E B7 42.84 N78'54'23"W
F8 32.58 S24'10'31"W B8 29.37 N15'03'30"W
F9 46.80 S71'39'33"W B9 59.53 N55'50'47"W
F10 47.36 512'23'27"E B10 14.05 546'03'09"W
Fll 20.80 S59'25'42"W Bll 42.42 S01 *25'25"W
F12 37.86 S23'37'50"W B12 53.61 S03'46'05"E
B13 12.32 S09'36'55"W
B14 27.76 S37'45'26"E
815 46.13 S51 *15'52"E
B16 32.89 S54'.3R'nn"F
CONSERVATION AREA I
LINE TABLE
LINE LENGTH BEARING
11 25.89 S1 8'44'54"E
12 21.18 S09'44'22"W
13 84.92 S81'45'10"W
14 0.68 N26'17'21"E
15 27.42 N39'07'46"E
16 49.08 N57'03'30"E
17 8.56 N36'23'20"E
18 15.58 N82'10'58"E
CONSERVATION AREA H
LINE TABLE
LINE LENGTH BEARING
H1 28.01 S21'25'08"E
H2 30.29 507'41'20"E
H3 32.02 S58'47'1 4"E
H4 38.58 S22'43'48"E
H5 39.11 S05'04'l1 "W
H6 50.63 S19'54'22"W
H7 35.27 S11'52'01"E
H8 20.19 S69'34'45"W
H9 26.08 S50'58'16"W
H10 56.89 N68'41'25"W
Hll 53.01 N27'40'51"W
H12 35.42 N52"9'14"W
H13 35.81 N46'07'33"W
H14 36.13 N34'32'33"W
H15 27.61 N06'54'19"W
H16 33.48 N03'35'29"E
H17 24.50 N01'31'37"W
H18 38.45 N88'19'l8"E
H19 32.91 N27'21'19"W
H2O 1.43 N65'17'l2"E
H21 56.16 S79'31'39"E
H22 47.35 N81'19'56"E
H23 23.61 S79'42'36"E
THIS IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT
AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. THIS
IS A WETLANDS CONSERVATION AREA EXHIBIT. THIS IS NOT A BOUNDARY SURVEY.
PAGE 2/2
RIVERSIDE
FEAR TOWNSHIP NEW HANOVER COUP
WETLAND CONSERVATION AREA EXHIBIT
WITHERS RAVENEL
IRRIRttRt I ?LAMMIIi 1 tYRYIYORi