20052197 Ver 3_CAMA Application_20070306

~outhern ~nvironmenta~~~rou ,~ nc.
~nvironmenta~, Deve~oPment Fy Conservation Advisors
Transmitta~j~eet Pt"~YP~ENT
RECEIVED
Date: March O5, 2007
To: Mr. Ian McMillan
Of: DWQ
Re: Avalon PCN Submittal
DWQ #: 052197
Cc:
o S - a.t q~ ~'3
^ Urgent ~ For your review /records ^ Please comment ^ Please reply /call ^ Complete and return
Comment(s):
Ian:
Attached you will find a PCN 39 application for the proposed subdivision, Avalon, located at 1389 Old Lennon
Road in Bolivia, Brunswick County, North Carolina. Please review the attached documentation and let me know
if I need to furnish you with anything further in order to process the application. I can be reached at
910.452.2711. Thank you for your time.
Thanks,
SEGO
5315 Jc- outh College izoad
juite
Wilmington, of ortb ~arolina 2841 2
www.segi.us
~~~ ~
ark
MAR ~, ~~~,7
~rom the desk of:
Amanda L. Kolb
910.452.2J11 (o~ice)
910.452.2899 (fax)
9 10.228.1840 (mobile)
[e-mail]
NOTICE
This message is intended only for the use of the individual or entity to which it is addressed. This document may contain information that
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Please call if the communication is illegible or incomplete.

~TC'F~.~{MENT ~
Office Use Only:. Form Version May 2002
USACE Action ID No. DWQ No.
~CJ '" off,. ~ ~ 1 ~ ~ ~
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
II.
© 401 Water Quality Certification
D Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
Processing ~t~~ l'~'~R ~ ~I T
RECEIVED
1. Check all of the approval(s) requested for this project:

2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: Town and Country Developers at Wilming ton, Inc.

Mailing Address: Attn• Michael Alvis
3240•Burnt Mill Drive ~, j~ ~ ~~~
~D ~ l ~~ ~`t.~'
Wilmington, NC 28403 ~-~
MAR ~ 4Cie`l
Telephone Number: 910.251.5101 Fax Number: Not Applicable

E-mail Address: Not Applicable ~,~~~ a _ ,~ .:.~~~ .~.,~
i~lAND3 a,+~o src~~a;~h~~': ~~ nwWrr~
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: Amanda L. 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: Amanda(a,segi.us
Page 1 of 11

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
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: Avalon
2. T.I.P. Project Number or State Project Number (NCDOT Only): Not Applicable
3. Property Identification Number (Tax PIN): 16900011 & 1690001101
4. Location
County: Brunswick (Counter 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 towards Myrtle Beach. Turn left onto NC-211.
Continue to follow NC-211 for approximately 3 miles. Turn left onto Old Lennon Drive
SE. Follow for about 1.5 miles. Site will be on the right.
5. Site coordinates, if available (UTM or Lat/Long): Approx. N 33.9983° W 78.2068°
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 199.53 acres (8,691,526.8 square feet
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Lockwoods
Folly River
8. River Basin: 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 11

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
Site exhibits different conditions at different locations within the property. The
western aortion of the tract is wooded. There is an unnamed tributar two the
Lockwoods Folly River that runs through. a portion of the middle of the property A
historic lake exists as a result of an agricultural dam being_placed across the stream
body. There is also aman-made, non-jurisdictional pond on-site found to the southeast
of the lake. The rest of the site is mowed. There is one uninhabited animal enclosure
and two farm buildings located on the property which will be removed prior to the
construction of the subdivision. There are a few unpaved paths on the site The areas
surrounding the project site are mostly wooded and undeveloped, or in the process of
being developed for residential subdivisions.
10. Describe the overall project in detail, including the type of equipment to be used:
Applicant wishes to develop a 344-lot residential subdivision located at 1389 Old
Lennon Road in Bolivia, Lockwood Folly Township Brunswick County Proposed
development plans include common areas as well as active and passive recreational
omen spaces for use by residents. Utility corridors sewer areas fire hydrants and
roadways will be put into service to meet the needs of future residents All utility lines
are to be installed within the right-of--ways of the proposed roads therefore no
temporary impacts associated with the installation of utility lines are proposed for this
project. Heave equipment will be used in this project, such as back hoes and bull-
dozers. The machinery will be used to clear the land, stabilize the soil and establish
grade. The applicant is proposing a kayak launch area adjacent to the 19 5 acre man-
made lake. This will be accomplished by grading the beach area from the wetland line
up, and is considered a "shoreline kayak launch area" (please see attached• sample
drawing and proposed location on impact map,). According to the San Fransisco Bav_
Conservation and Development Commission, "a naturally sandy shoreline does not
need to (nor should) be developed with a ramp or float whereas these types of launch
improvements are essential for access onto the water in other areas with rip-rap or
existing docks."
(http://www.bcdc.ca.gov/index.php~title=summav workshop on launch design develo
p&more=l&c=1&tb=1&pb=11 As the proposed location of the kayak launch area is
naturall s~v, it would therefore be conducive to said natural launch area The
applicant is also proposing to incorporate a nature trail around the lake The trail will
consist mainly of a mowed path, but in areas where the path would cross wetlands the
path will become a slatted boardwalk, elevated at least three feet above the wetland
substrate, so as not to create an additional wetland impact The trail will extend to the
sidewalks associated with the road crossings at Cadbury Castle Drive (Impact Area Dj
and King Lucius Way (Impact Area Gl, so the applicant does not have to cross wetlands
in these areas.
Page 3 of I I

In addition, the applicant has been granted an ingress/egress easement through the
adiacent property owned by Avalon Land Development, LLC, giving future residents of
the Avalon subdivision access to their homes via NC-211 (please see attached
documentation).
11. Explain the purpose of the proposed work:
To establish infrastructure required fora 344-lot residential subdivision in Bolivia
Lockwoods Folly Township. Brunswick County.
IV. Prior Project Ilistory
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.
USACE Action ID #: 200600298 (JD Tear Sheet issued 01-25-06 through 01-25-11Z
State Stormwater Permit SW-06750 has been issued for this site.
Brunswick Co. Erosion Control Permit 2007-040 has been issued.
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.
No future permits are anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 4 of 11

Provide a written description of the proposed impacts:
Area A: Excavation needed to install culvert, fill needed to complete roadway.
Area B: Fill needed to complete roadway.
Area C: Fill needed to complete roadwav.
Area D: Excavation needed to install culvert and energypater, fill needed to
complete roadway
Area E: Excavation needed to install culvert and energypater. fill needed to
complete roadway
Area F: Fill needed to com lp ete proposed alleyway.
Area G: Excavation needed to install culvert and energy dissipater, fill needed to
complete roadway.
Area H: Excavation needed to install culvert, fill needed to complete roadwav and
allow ingress/egress outlet via NC 211.
Area I• Removed.
Area J: Excavation needed to install culvert and energ~issipater, fill needed to
complete roadway.
Area K• Removed.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year
Flood lain** es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
A FilUCulvert 0.06 No N/A Forested Wetland
B Fill 0.006 No N/A Forested Wetland
C Fill 0.0006 No N/A Forested Wetland
D FilUCulvert 0.05 No N/A Farm Ditch, Waters of
the US
E
_ FiWCulvert 0.04 No N/A _
Farm Ditch, Waters of
the US
F Fill 0.008 No _
N/A Freshwater Marsh
G FilUCulvert 0.04 No N/A Farm Ditch, Waters of
the US
H FilUCulvert 0.02 No N/A Swamp Forest
I Removed Removed Removed Removed Removed
J FiWCulvert 0.03 No N/A Forest Wet
K Removed Removed Removed Removed Removed
L..~st eacn impact separately and ~denhty temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616,
or online at htfi://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
Page 5 of 11

List the total acreage (estimated) of all existing wetlands on the property:
42.56 acres (1,853,913.6 square feet
Total area of wetland impact proposed: 0.25 acre (10,970 square feet)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma (linear feet) Before Im act (leases eci
Stream Impact 1 Culvert 36 LF UT to Lockwoods 6' Perennial
Foll River

Stream Impact 2
Culvert
13 LF
UT to L
llkwoods
6' _
Perennial
o
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 49 linear feet
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds,
Atlantic Ocean and any other water of the U.S.) below: 0.006 acre
Open Water Impact
Site Number

(indicate on ma)
T e of Im act*
~ p Area of
Im act
p
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.
1 Rip-rap 0.006 Existing Agricultural Lake Impounded Lake

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation Yes -expansion of an existing, non-iurisdictional pond. and
excavation of two stormwater on nds•
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.): Excavation
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Aesthetic purposes (expansion of existing, non-
iurisdictional pond) and stor__mwater purposes (two ponds to be excavated in
highground).
Page 6 of 11

Size of watershed draining to pond: Not Applicable
Expected pond surface area: Not Applicable
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.
Discharge of fill material is necessary to complete proposed project Roads have been
situated in such a manner, so as to minimallyimpact wetlands Crossings are only
proposed for areas where no route through uplands is possible
Avalon was previously owned by another development company. Avalon Land
Development, LLC. The property was sold to Town & Country Developers at Wilmington
in January 2006. Since the sale, the project design has been modified several times in
order to minimize and/or avoid unnecessary wetland impacts For example, the entryway
associated with NC-211 has been altered in that the originallyproposed median has been
removed, and the applicant has chosen to incorporate a "bottleneck design" in this area
Both the stream and wetland impacts associated with this crossing have been significantly
reduced, due to the reconfiguration of the entryway Impact Area K formerly associated
with the crossing off NC-211 has been completely removed from the project due to the
reconfiguration of the roadway. In addition the applicant has restructured and
reorganized the lots. to ensure that none of the fill requested for this permit is lot fill
Those areas proposed for fill are associated with road crossings (0 24 acre) or the
incorporation of a proposed alleyway (0.01 acrel. which maintains the Charleston-style,
southern-charm inspired theme of the pr~osed subdivision Wetland fill is only proposed
for the portions of roadways where no route through upland is possible In another
attempt to practice avoidance and minimization the applicant has chosen to use an existing
berm found on-site as a future road for the subdivision In addition applicant has taken
extreme care to avoid impacting the large wetland complex found on the north-north-
western property boundary, adjacent to the subdivision's entr~vay Internal streets are
proposed to be private, but shall be constructed to meet County and DOT standards
"Stub-outs" are shown to allow for connectivity between adjacent subdivisions and are
required by Brunswick County. Local regulations and setbacks from adjacent lots and
roadways must be met, and structures have been situated in proposed location to minimize
impacts to jurisdictional waters.
* Impact Area H (0.02 acre) and Stream Impact 1 (361inear feet) are associated with the
ingress/egress easement granted by Avalon Land Development, LLC which grants future
homeowners access to their property via NC-211 The easement is strict in its limitations as
Page 7 of 11

to where the access road must be situated. Please note• the access easement is proposed to
impact the narrowest portion of the wetland complex
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm gide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if off site), 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.
Wetland impacts associated with the proposed Avalon subdivision total 0 25 acre In
keeping with the Corps' "no net loss of wetlands" policy, the Applicant is proposing to
restore 0.53 acre of forested wetland on-site, exceeding the 2:1 ratio guideline set forth
by the EPA and Arm~orps of Engineers (see attached mitigation planl To off-set the
proposed 49 linear feet of stream impact the Applicant is proposing to make payment
to the North Carolina Ecosystem Enhancement Program at a 1.1 ratio Based on the
criteria and guidelines found on the Army Corps of Engineers website the Ap licant
strongly feels he meets the mitigation reauirements set forth by the Corps
Page 8 of 11

Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 49 linear feet
Amount of buffer mitigation requested (square feet):Not applicable.
Amount of Riparian wetland mitigation requested (acres):Not applicable.
Amount ofNon-riparian wetland mitigation requested (acres):Not applicable.
Amount of Coastal wetland mitigation requested (acres):Not applicable.
I.
IX.
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
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 ^
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.
Yes ^ No © If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
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)?
Page 9 of 11

Zone* Impact Multiplier
~ Required ~
_ _ - _ _ (s uare feet) _ Mitigation
1
--
-
- 3
2 ----- -- -- - 1.5 - -
Total
* 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.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
X. Stormwater (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.
Stormwater will be treated using 100' vegetated swales.
Total Proposed ISA: 53.01 acres (2,309,123 square feet)
Total Site Area: 199.53 acres - 20.75 acres (open water found on-sitel = 178.78 acres
(7,787,656.8 square feet)
Percentage of ISA: 53.01/178.78 = 30%
The applicant is proposing to utilize 53.01 acres for impervious surfaces, such as
asphalt/curbing, amenity areas and sidewalks. The proposed impervious surface acreage
will be within state and local thresholds for impervious surface per acre of land.
Impervious surface limitations for individual lots varies. Please see attached calculations
spreadsheet from Engineer for specifications regarding maximum allowable impervious
surface area per lot.
XI. 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.
Brunswick Count public water and sewage utilities will be utilized by the 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
Page 10 of 11

Is this anafter-the-fact permit application?
Yes ^ No ^D
XII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may choose
to list constraints associated with construction or sequencing that may impose limits on work
schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11

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LOT 142
TOTAL LOT AREA = 9,232 SF
TOTAL WE1UW0 AREA = 2,059 SF
TOTAL UPLAND AREA = 7,173 SF
STA1E ~IAX. BUILT UPON AREA = 4,130 SF
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LOT 143
TOTAL LOT AREA = 8,758 SF
TOTAL WETLAND AREA = 2,112 SF
TOTAL UPLAND AREA = 6,646 SF
STA1E AIAX. BUILT UPON AREA = 4,130 SF
BUILDING F001PRINT 40' X 60' AREA = 2,400
40 20 0 40 80 120
SCALE IN FEET: 1 "= 40'
COASTAL
SITE
DESIGN, PC
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40 20 0
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TOTAL LOT AREA = 18,401 SF
TOTAL WETLAND AREA = 11,810 SF
TOTAL UPLAND AREA = 6,591 SF
STATE AIAX. BUILT UPON AREA = 4,130 SF
BUILDING FOO)PRINT 40' X 60' AREA = 2,400
40
FEET: 1"= an'
80 120

i
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~ ~ 1 LOT 311
~ ` ~ ~ ,., TOTAL LOT AREA = 12,560 SF
--.~,w~ y TOTAL WEIIAND AREA = 2.307 SF
~,w 25 FT. BUILDING SETBACK TOTAL UPLAND AREA = 10,253 SF
~`
~~"'-~~ STALE AIAX. BUILT UPON AREA = 4,130 SF
'`r~~ BUILDING FOOTPRINT 40' X 60' AREA = 2,400
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316
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LOT 315
TOTAL LOT AREA = 12,144 SF
TOTAL WEIIAND AREA = 4,236 SF
TOTAL UPLAND AREA = 7,908 SF
STA1E MAX. BUILT UPON AREA = 4,130 SF
BUILDING F001PRINT 35'X35' AREA = 1,225
40 20 0 40 BO 120
SCALE IN FEET.• 1 "= 40'
•
COASTAL
SITE
DESIGN, PC
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LOT 316
TOTAL LOT AREA =8,136 SF
TOTAL WETLAND AREA = 1,074 SF
TOTAL UPLAND AREA = 7,062 SF
STA)E ~IAX. BUILT UPON AREA = 3,254 SF
BUILDING FOOTPRINT 35'X35' AREA = 1,225
40 20 0
40 gp
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IN FEET: 1 "= 40'
120

2 ~ ~ ~` '~` COASTAL
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SITE
DESIGN, PC
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i~
1
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TOTAL LOT AREA = 9,817 SF
TOTAL WETLAND AREA = 2.488 SF
TOTAL UPLAND AREA = 7,329 SF
STA)E AIAX. BUILT UPON AREA = 4,130 SF
BUILDING FOOTPRINT 40' X 60' AREA = 2,400
\ .~
a
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LOT 328
TOTAL LOT AREA = 10,092 SF
TOTAL WETLAND AREA = 2,627 SF
TOTAL UPLAND AREA = 7,465 SF
STALE AIAX. BUILT UPON AREA = 4,130 SF
BUILDING FOOTPRINT 40' X 60' AREA = 2,400
40 20 0
40 80
--,
-~
120

~.
i ~~
13.30
~,
~~~
~ ~ ~ TOTAL LOT AREA = 11,123 SF
~ TOTAL WETLAND AREA = 2,919 SF
~ ~ ~ ~ ,~ ,., TOTAL UPLAND AREA = 8,204 SF
~ STATE AIAX. BUILT UPON AREA = 4,130 SF
~ ~ ~ ~ BUILDING FOOTPRINT 40' X 60' AREA = 2,400
~..~ ~ ~ ~ ~ 25 FT. BUILDING SETBACK
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SCALE IN FEET.• 1 "= 40' "' ~ ' ~

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Avalon Mitigation Plan
Requested By:
Town & Country Developers at Wilmington, Inc.
3240 Burnt Mill Drive
Wilmington, NC 28403
Prepared By:
Amanda Kolb
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
November 2006
Revised January 2007
Revised February 2007

Introduction
Town & Country Developers at Wilmington, Inc., (Town & Country) is proposing to
develop a subdivision, Avalon, that will be located at 1389 Old Lennon Road SE,
Bolivia, Lockwood Folly Township, Brunswick County, North Carolina. Town &
Country is requesting Department of the Army approval for unavoidable impacts to
section 404 wetlands and an unnamed tributary to the Lockwoods Folly River. The
developer has retained Southern Environmental Group, Inc. (SEGi) to prepare a
mitigation plan to off-set all unavoidable wetland and stream impacts associated with the
proposed development.
Avalon encompasses 201.27 acres. A wetland delineation was completed by SEGi on 27
May 2005. A jurisdictional determination was received from Mr. Thomas Farrell on 25
January 2006 (Figure 15-Tear Sheet). It was determined that of the 201.27 acres, 42.71
acres would be considered wetlands, according to the parameters set forth by the United
States Army Corps of Engineers Wetlands Delineation Manual.
Avalon was sold to Town & Country Developers at Wilmington, after the wetland
delineation and subsequent verification took place. Of the 201.27 acres found on-site,
Town & Country purchased 199.53 acres. Of those 199.53 acres, 42.56 acres are
considered wetlands, according to the Corps' parameters described above.
Historically (pre-project), the site has been used for agricultural and grazing purposes. At
the present time, a variety of different habitats are present throughout the property. There
is an unnamed tributary (UT) to the Lockwood Folly River that infiltrates the property
from the west. A large, 19.50-acre freshwater lake exists as a result of an agricultural
dam being placed across the UT. A pond was excavated in an upland area, where a
previous owner unsuccessfully attempted to raise crayfish. Fields surround the lake area
and wooded areas, including the wetlands. The forested areas of the property are
primarily wetlands, with a small fringe of forested upland. The remainder of the site is
farm land, which has been used as either spray fields for agricultural wastewater, or
grazing for livestock. The property identification numbers (PIN) associated with the site
are 16900011 and 1690001101. The surrounding land uses in the vicinity of the project
are future residential development, silviculture and agriculture.
Impacted Sites
At the present time, 42.56 acres (1,853,913.6 square feet) of jurisdictional wetlands exist
within the proposed development. Completion of the proposed subdivision requires that
0.25 acre (10,970 square feet) of 404 wetlands, 0.006 acre (243 square feet) of open water
and 49 linear feet of warm water stream be impacted.
There are nine (9) areas of proposed wetland impacts located throughout the proposed
subdivision. Eight (8) of the proposed impacts are associated with the completion of
roadways, which would grant property owners access to lots. The internal streets are to
be private roadways, but will be constructed to meet County and DOT standards. One (1)
impact is associated with the incorporation of a proposed alleyway, which maintains the
Charleston-style, southern-charm inspired theme of the subdivision. There is one (1)
open water impact, associated with the inclusion of rip-rap within the man-made lake.

The incorporation of rip-rap in this area is vital, as it will reduce the velocity of flow
through the proposed culvert and into the stream bed. Two (2) stream impacts are
proposed, totaling 49 linear feet. The applicant will be replacing existing culverts
(considered maintenance of existing culverts) and constructing road crossings in these
areas, while ensuring the crossings conform to DOT standards. Wetland fill is proposed
only for portions of the roadway where no route through uplands is possible. The impacts
are unavoidable, and have been minimized to the maximum extend possible (Figure 2-
Impact Map).
The areas of proposed wetland impacts can be classified as forested wetlands, farm
ditches/waters of the US, freshwater marsh, open water and swamp forest, though the
swamp forest wetland complex is found on the site adjacent to the subject property.
Town & Country was granted an easement through the adjacent property, owned by
Avalon Land Development, LLC, to allow future Avalon residents ingress and egress
from their property, via NC-211. The easement is strict in its limitations as to where the
entranceway must be situated, therefore this impact is unavoidable.
Soils
Soil types present within the proposed Avalon Subdivision include Baymeade fine sand
(Arenic Hapludults), Baymeade and Mervyn soils (Arenic Hapludults and Typic
Hapludults), Foreston loamy fine sand (Aquic Papudults), Goldsboro fine sandy loam
(Aquic Paludults), Kureb fine sand (Spodic Quartzipsamments), Lynchburg fine sandy
loam (Aeric Paleaquults), Muckalee loam (Typic Fluvaquents), Murville mucky fine sand
(Typic Haplaquods), Norfolk loamy fine sand (Typic Paludults), Onslow fine sandy
loam (Spodic Paludults) and Torhunta mucky fine sandy loam (Typic Humaquepts)
(Figure 10-Soils Map). The soil types mapped in the areas of proposed impacts include
Baymeade fine sand (Arenic Hapludults), Baymeade and Mervyn soils (Arenic and Typic
Hapludults) and Muckalee loam (Typic Fluvaquents). According to the National Hydric
Soils List, Muckalee loam is classified as a hydric soil, while the latter two soils are not
identified as such.
Vegetation
Vegetation associated with the project site includes: Acer rubrum (Red maple), Aralia
spinosa (Devil's walking stick), Berchemia scandens (Supplejack), Callicarpa americana
(American beautyberry), Carex spp. (Swamp grass), Cyrilla racemiflora (Beakrush),
Liquidambar styraciflua (Sweetgum), Liriodendron tulipifera (Yellow poplar), Lyonia
lucida (Fetterbush), Nyssa biflora (Swamp tupelo), Persea borbonia (Red bay),
Pteridium aquilinum (Braken fern), Quercus virginiana (Live Oak), Rhynchospora spp.
(Titi), Salix nigra (Black willow), Smilax rotundifolia (Greenbrier) and Vitis spp. (Grape
spp.).
The wetland types present within the project site, and vegetation found within each
during site evaluation include:
The forested wetlands are vegetated with a canopy of: Acer rubrum, Liquidambar
straciflua and Nyssa sylvatica; and an understory of Carex spp. and Smilax
rotundifolia.

The channelized drainways/farm ditches found on-site are vegetated with a
canopy of: Acer rubrum, Liquidambar styraciflua and Salix nigra; and an
understory of Cyrilla racemiflora and Rhynchospora spp.
• The freshwater marshes found on-site are vegetated with a canopy of Salix nigra;
and a shrub layer of Aralia spinosa.
The swamp forest is vegetated with a canopy of: Acer rubrum, Liquidambar
styraciflua and Quercus virginiana; and a shrub layer of Berchemia scandens,
Lyonia lucida, Persea borbonia and Vitis spp.
Hydrology
The site is currently fed by precipitation combined with a high, shallow ground water
table. The forested wetland on the western property boundary acts as a headwater region
for the unnamed tributary to the Lockwood Folly River. Hydrologic indicators in this
area include: inundation, saturation within the upper 12", water marks and water-stained
leaves.
Mitigation
The proposed wetland impacts will permanently impact 0.0933 acre of forested wetlands,
0.006 acre of open water, 0.1246 acre of farm ditches/waters of the US, 0.008 acre of
freshwater marsh, 0.02 acre of swamp forest and 491inear feet of warm water stream. As
compensation for impacts to wetlands, Town and Country is proposing to restore 0.53
acre of forested wetland. To off-set the proposed stream impacts, Town and Country has
requested and been approved to make payment to the North Carolina Ecosystem
Enhancement Program (NC EEP) at a 1:1 ratio. By combining the aforementioned
mechanisms, Town and Country strongly feels they have satisfies the mitigation
requirements set forth by the Army Corps of Engineers. Please see below for
specifications:
Restoration
(0.53 acres)
The first component of wetland compensatory mitigation will be the restoration of
forested wetland associated with the unnamed tributary to the Lockwood Folly River,
totaling 0.53 acre (Figure 8-Plan and Profile Views of Restoration Area, Figure 9-
Restoration Area On-site Pictures). As denoted on the Wetland Mitigation Map, it
appears that the area most conducive to wetland restoration is the north-west forested
wetland area. The soil in this area is mapped as Baymeade fine sand, with a seasonal
water table of five feet. Water will be introduced to this area via vegetated swales
associated with drainage easements. The introduction of water will hydrate the proposed
restoration area. The mere influx of water 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 proposed restoration area is already
vegetated with a healthy over- and under-story, comprised of: Acer rubrum,
Liquidambar stryraciflua and Nyssa sylvatica; and an understory of Carex spp. and

Smilax rotundifolia, therefore, the planting of additional wetland vegetation is not
proposed. If rehydrated, it appears the wetland restoration area will resume normal,
healthy wetland functions.
By restoring the hydrologic regime, 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.
Payment to the North Carolina Ecosystem Enhancement Program
(49 Linear Feet)
The second and final element of mitigation consists of payment to the North Carolina
Ecosystem Enhancement Program (NC EEP) at a 1:1 ratio, in order to off-set the
proposed 49 linear feet of stream impact (Figure 11 -EEP Acceptance Letter).
According to the NC EEP website, payment is accepted "from permit holders in lieu of
actual undertaking of a mitigation project. EEP then uses the money to create, restore, or
enhance wetlands, streams and riparian areas."
(httu://www.nceep.net/pa es/doin biz.htm)
"One purpose of the Ecosystem Enhancement Program is to provide a consistent and
streamlined approach to address compensatory mitigation requirements associated with
Section 401 and 404 permits issued by the N.C. Division of Water Quality and the U.S.
Army Corps of Engineers.
"To meet this goal, EEP accepts payment to the NC DENR Wetland Trust Fund
according to the fee schedule and performs mitigation on behalf of permit applicants...By
consolidating the mitigation requirements of multiple small projects, EEP is able to
implement large-scale watershed restoration efforts that restore or enhance water quality,
habitat and hydrology. Using its Watershed Restoration Plans and Local Watershed
Plans, EEP is able to focus compensatory mitigation projects in those places with the
greatest need for restoration -ultimately increasing the ecological effectiveness of these
projects." (htta://www.nceep.net/pa es/mitigate.htm)
By making payment to the NC EEP, the applicant will be assured that the funds he has
provided will go to the restoration of a waterbody that is in need.
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, and yearly reports will be submitted in the spring.
Photographs will be taken on-site, to document the viability of the restored and created
wetland complexes. 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. Vegetative success will be based on the
predominance of FAC+, or wetter, species observed within the wetland restoration area.

Hydrology
Hydrologic monitoring within the site will consist of determining the position 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 sealed with sand and 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 for fifty-one percent (51 %) of the growing season 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 wetlands meet all the
aforementioned criteria, the applicant could consider the restoration a success.
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 restored wetland area to its original
hydrologic regime.
Establishment of a 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.

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ATTACHMENT 10
^ BaB - Baymeade Fine Sand
BDG -Baymeade and Marvyn Soils
Mk - Muckalee Loam
Ly -Lynchburg Fine Sandy Loam
To - Torhunta Loamy Fine Sand
KrB - Kureb Fine Sand
Mu - Murville Mucky Fine Sand
Fo - Foreston Loamy Fine Sand
Not to Scale Date: February 28, 200
Soils Legend
Avalon Soils Legend
Bolivia, BrunsNi~k County, NC
Project #: 05.158.01 Drawn By: Amanda Kolb
Southern ~,nvironmenta~ (~ rouP, ~nc.
5315 College Road Suite E
Wilmington, North Carolina 28412
Office [phone] Fax [phone]

ATCACuMENT ~ I
Ecos~Tstem ~~~od~
J D
PROGRAM ~rr ;;
December 5, 2006 ~/~ ~
Town and Country Developers ~ ~ ~ a.. ~ q, 1 ~ 3
c/o Amanda Kolb
Southern Environmental Group, Inc.
5315 S. College Road, Suite E
Wilmington, NC 28412
Project: Avalon County: Brunswick
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NCEEP. Once NCEEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
followinc table.
River Basin Stream Impacts (feet) Wetlands Impacts (acres) Buffer I Buffer II
CU (Sq. Ft.) (Sq. Ft.)
Cold Cool Warm Ri arian Non-Ri arian Coastal Mazsh
Cape Fear 0 0 135 0 0 0 0 0
03030005
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the
compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or
CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C.
Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
„~.,.,, ,,. y ,
vL~~' U `'
~illiam .Gilmore,
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Jennifer Frye, USACE-Wilmington
Noelle Lutheran, DWQ-Wilmington
Doug Huggett, NCDCM-Morehead City
File
R.estorri,~... ~ ... Protectt,~ Ort,Y ftat~
e~~
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net

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ATrAcHM~.N~[ I ~t
SE.G~
o u~ e r-r~ ~r~ v~ ro r~ m e rata ~ ~ ro u , ~ r-~ c.
~nvironmenta~, ~eve~opment, and Conservation Advisors
www.se~i.us
LetEer o~ Agency
~~ ~ ~tV ~~ , ~erebygrant
Southern environmental Group, )nc., (S~~ji) tie n I~t to represent
~1 ~- hT t-y ~~yC'_\~F~S -n matters regar~ing environmental consu~tin~
services on rea~ property owned b~/under Contract by/ _ sovV..e_
11 11 ~~ at ~~JD 1 ~ ~~ \-~11~1OV\ ~~ in
LCC.,I~..~~Oc'S ~\~~ Qlt~ ~ S~r1 t ,~ '{~jr-- U ~r1 ~,Y\(t C~
Countc~/Counties, NorE}~ Caro~ina
'~~1 ~~ ,f~ ~° ~~ i
-_~
Lana Qwner~~74gen
---
~" 3 ~
Datc
5315 Sout}~ Co~~ege ]load, Suite ~. • wi~min~ton, j~forth Carolina 284] 2
910.452.271 i • Fax: 91O.4f2-2899 • o~[e-mail]

os-a.~a~ U3
U.S. ARMY CORPS OF ENGINEERS
WILMIlVGTON DISTRICT
Action Id. 200600298
A-rt'pcKME.t~1T t5
County: Brunswick U.S.G.S. Quad: Lockwoods Folly
NOTIFICATION OF JURISDICTIONAL DETERNIINATION
Property Owner/Agent: Avalon Land Development. LLC
Address: 7741 Market Street, Units H & I
Wilmington, NC 28411
Telephone No.:
Size and location of property (waterbody, road name/number, town, etc.) The site is a Z26-acre parcel at 1389 Old Lennon
Road, Boliva, Brunswick County, NC. Latitude: 33.998°N; Longitude: 78.2068°W
Indicate Which of the Follovrin~ Apply:
_ Based on preliminary information, there maybe 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.
X There aze wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(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.
_ 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 wetland on your property 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, maybe relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 1/25/2006. 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 aze no waters of the U.S., to include wetlands, present on the above described property which aze 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 detemunation 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 Washington, NC, at [phone] to determine
their requirements.
Remarks: Verged in the field bvTAF on 12/28/05. The survey was signed on 11/10/OS by Patrick Bristow PLS L-4148
Danford & Bristow Land Surveying. P.C., 2231 Wrightsville Ave. Wilmington NC A couv of his letter is sent to
Southern Environmental Groua, c/o D. Scibetta. 5315 S. College RD Wilmington NC 28412
Corps Regulatory
Date 01/25/2006
Expiration Date 01/25/2011
Page 1 of 2

Action Id. 200600298
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
detenmination and/or the Corps regulatory program, please contact Thomas Farrell at 910.251.4466.
Basis For Determination: The wetlands on site include bottomland hardwoods dominated by black eum. red maple. and
black willow trees. A lake has been created behind a dam that crosses the jurisdictional waters. The site is
hydrologically connected to the Lockwood Folly River, a designated water of the U.S. The site includes one isolated,
non-jurisdictional pond.
Corps Regulatory Official 1 .
FOR OFFICE USE O
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters,plxcse indicate in "Remarks" section and attach the "Isolated
Determination Information Sheet" to the file copy of this form.
Page 2 of 2

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Prepared Without Opinion of Title
Parcel Number: / n /
Prepared by: Hewett Law Firm, Mack Hewett Jr., Attorney at Law
632 Village Rd., Ste. 1, Shallotte, NC 28470
Excise Tax: .7'f, ~ /~. °p
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, Made this the 30`~ day of January, 2006, by AVALON LAND
DEVELOPMENT, LLC, a North Carolina Limited Liability Company ("Grantor") to
TOWN & COUNTRY DEVELOPERS AT WILMINGTON, INC. ("Grantee"); whose
address is:
The designation Grantor and Grantee as used herein shall inc~y,de said parties, their
heirs, successors, and assigns, and shall include singular, plural, masculine I'emt$r ~ ~~ -'' L
d1`"~ r ~,
neuter as required by context. CJ v~~j~~~<~s ~
WITNESSETH:
THAT the said Grantor, for valuable consideration paid by the Grantee, receipt of
which is hereby acknowledged, has and by these presents do grant, bargain and convey
unto the said Grantee in fee simple, ail that certain parcels of land situated in Lockwood
Folly Township, Brunswick County, North Carolina and more particularly described as
follows:
Tract 1:
Being all of Tract One-R containing 82.722 acres as shown on plat recorded in Book of
Maps 34 page 250, Brunswick County Registry.
Tract 2:
All of Tract Two-R containing 114.716 acres as shown on plat recorded in Book of Maps
34 page Z50, Brunswick County Registry.
RE ~.,,e T... D
a TOTALIJ-RE'vcrs~-'~* `- -
RECI_.--CK AMT~K#~.-
CASH --REFS-EY ~-T"

ill -~
~~~~~`'~,_ ; ~~ t„~~~~3Y~969 Book 2325Page: 817
-i,~l ~ ~ -
%h ~ ~
Tract 3: (Easement Tract) ~~~ ~^~~o>~sr~r~ ~,,
An easement for ingess, egess, regess and utilitiesJfcf~rld from NC Highway 211,
serving Tract 1 and Tract 2 as described above, over and upon the following described
tract:
Being an easement 65 feet in width and starting at the northern right of way of N.C.
Highway 211 and running 1272 feet, more or less, along the western boundary line of
Tract Four-R, as the same is shown on that plat recorded in Book of Maps 34, Page 250
Brunswick County Registry, and ending at the northern line of Tract Four-R. This
easement shall be perpetual in nature and is intended to allow individuals who purchase
lots from Grantee to use said easement for all purposes as set forth above.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with Grantee, that Grantor is seized of the premises in
fee simple, has the right to convey the same in fee simple, that title is marketable and free
and clear of all encumbrances, and the Grantor will warrant and defend the title against the
claims of all persons whomsoever, other than the following exception: 1) restrictive
covenants of record, 2) utility easements and rights of way of record, 3) all governmental,
zoning, and land use restrictions.
1N WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the
~''~
day and year first above written. ay~~¢~, ,,,-~~ ~; ~~ ~ ~ ~`>>~
1 `J l ~_ 1; ~J~ ~ 'r `' ~J~ ~~~~
. - Aval and el ent, LLC ~ 1 ~`.~ ~ ~ ZgGv -, , ,
Ir~,~,srl'(~
(SEAL)
By: a Shuttleworth (Member/Manager)
STATE OF NORTH CAROLINA
COUNTY OF ~,ttt~t~t-1.t1rC~/t`.
J n
Cy I~G~ a Notary Public of the County and State aforesaid, certify that
t..7ll /t„lar7r•( ,either being personally lmown to me or proven by satisfactory evidence by
current state or federal identification with the principal's photograph in the form of a _ driver's license,
personally came before me this day and aclmowledged that (s)he is a ~vIEMBER/MANAGER of AVALON
LAND DEVELOPMENT, a North Carolina limited liability company, and that (s)he, as
MEMBER/MANAGER, being authorized to do so, voluntarily executed the foregoing on behalf of said
corporation and limited liability company for the purposes stated therein.
WITNESS my hand and official stamp or seal, this3~~day of ]ANUARY, 2006.
`\\~\\glllllll////~~ 'u~~'L'
`~~~~ GLO/t ~///~ Notary Public
1J- ~
My Commission Expires: 2C,.' TO C~
~~*~
~1 ~ ~C- ~

N I/
' Supply 1502"
uorE: mESE Tw~crs ARE LocAT~ IN ZONE c
FIRM COMMUNNY PANEL
~ 370295 0240 C IEnIXm
DATED: MAY 15, 1986 I \\\h CfO55tOdd5
Noyes: TOWN 4 COUNTRY DEVELOPERS bWy 2~~ ~`
I . ALL DISTANCES ARE GROUND HORIZONTAL. AT WILMINGTON, INC ~
2. AREA BY COORDINATE METHOD TRACE TW0-R Rr
3. THESE TRACTS ARE SUBJECT TO ALL UTILITY EASEMENTS, MB,3q PG. 25O E
RESTRICTIONS, OR COVENANTS OF RECORD. OB 2325 P6 8 16 ~r vER
4. IRON PIPES AT ALL CORNERS UNLESS OTHERWISE MARKED. ~
5. PARCELS: 1850002202 AND 18500022 ^
6. THESE TRACTS ARE OWNED BY: / \ /
AVALON LAND DEVEIAPMENT, LLC LOCATION MAP
7741 MARKET STREET ~ ,"° \ \ r ry~FSS
WILMINGTON, NC 3941 I / NOTTOSCAIf
7. WETLANDS DELINEATION BY: \\~\~,95~~ TRACT FIVE
SOUTHERN ENVIRONMENTAL GROUP, INC. (SEGi) ~ ~ ~/~ ~ GR055ACR~AGE = 2.09ACRE5! /
EXCEPT FLAGS AX6-R - AX 15-R BY REGGIE EVEN50N \ N~4°,~ ~ ~ ~A /~
WITHDANFORDtBRISTOWLANDSURVEYING,PC. \ 432'w ~,NT~\ NE(ACREAGEI-FASEMENp=1.77ACRI5!
M \
\ \~A '~~•46' N74°34'3 y~~~`~s,, A / c
~Q ~ ~ \ ~~h~16 Soso
~m ~ : •~',.• ~`~"~ ia'~1~ ~ LEGEND
~ I ! ~ •. ~ •~ • ~ I ~ =IRON PIPE SET
/ ~ • ••~ ~ : ~ ~ N21°~~2y~ I \ \ O ~ =CENTERLINE
/ Y
I ~3 CO •:. ~ ~ ~~ N6g~d / ~I°1y25f A2 d N74gz'SBw I ~ Q =EXISTING IRON PIPE
0 ~ I • ••.:... .. ~~ ~ d I.DTS~°21~2ptiV '~BT ~V, RM' 'RIGHT OF WAY LINE
/ 'Z tV °0 • •• • • • •r / 530'31' I I W ~ ~ ~ ~~ . • = 404 WETLANDS
~ ,~ _ `~ s •; .; ; ~ °= isi sa CONTROL ~
I CO •~;1~ • ~ b 531°I925W V ~
~ ~ ~Q ~ 8 ~ ~ ~ °a 1 u.l s GORNER
~ ~ ~ ~ a
r ~ \L ~ ~ ~ 51 I °51'43W \
NII°51'43f ch•132.54' \
1 / ~ ~i th•175.85' ~ r= 198.91' \
1 r= 263.91' \
r N07°35'S8W 507°35'58f ~
I I W ~ 120.7T 6 ~-120.7T
`0 ~ ~ N0799'42R ~ N
\ / uNj r ~ ch=104.71' I ~ ~3g193w ~/
J ~ ;V ~ ~~ r= 198.91' ~ ~r= 263.91'
\ / h
/ L7 ~ r ` ~ N22°5~3'E ~ ~ O ~
V 2 ^t
1 ~C r= I D32. ~ ~ ~
" '~522°55'23W
~ r UP ~ ~ ~ ~ ~~~ 146 °~ ~ D 8916 PG 608
S \
/ 519ti3'26W
\ PLY \ \ ~ r • ^ ~/ r~=130.46'
\ \ • r= 967.50'
\ \~CL ~
\ ~~ 1'0~ \ \/~,~, 297.47' •~%` '~
• • ~_~ h
T~IprV pp ~ " 51 I°49'24W ir~j
\ 01D 1 k - 297.87 0
/ r~~OM~O 449.04, `S ;' :. • h
• ,5 u • h ~
~ / r\\ ~~ ~k //
! \ \ ~e~, •• •, 4x7,76, CONTROL / ~
\ ~BC\~ •\ 532j6, o!~~ CORNER / / / SURVEY REFERENCE
,/ /
\ \ ^ / / / MAP BOOK 34 PAGE 387
N. 1. ~~~! / DEED BOOK 2238 PAGE 0253
\ \ \ DEED BOOK 2230 PAGE 1185
\ \
~ ~ 2 \ MAP CABINET 34 PAGE 250
~a~ \ ~ I r0,~~ \ \ DEED BOOK 974 PAGE 634
\ \ ThPOR7 \ \ DEED BOOK 1069 PAGE 932
\ ~_ DEED BOOK 1768 PAGE 616

o DANFORD P231 WRN:HTSVILLEAVENUE

L.ANDSURVEYING,P.C. FAx roto)nsaeee
404 JURISDICTIONAL BOUNDARY SURVEY FOR
TOWN AND COUNTRY DEVELOPERS AT WILMINGTON, INC°
PORTION OF TRACT THREE-RAND TRACT FOUR-R I MB. 34 PG. 387
LOCKWOOD FOLLY TOWNSHIP BRUNSWICK COUNTY, N.C.
FEBRUARY 12, 2007
200 0 100 200 40p
Ir~J
I INCH = 200 FEET
N
w e
s
151TEI

ATT AcKMt~NT" I ~}
EXHIBIT "A"
LOT NUMBER BUA (SF) LOT NUMBER BUA (SF) LOT NUMBER BUA (SF)
1 4,130 50 4,130 99 4,130
2 4,130 51 4,130 100 4,130
3 4,130 52 4,130 101 4,130
4 4,130 53 4,130 102 4,130
5 4,130 54 4,130 103 4,130
6 4,130 55 4,130 104 4,130
7 4,130 56 4,130 105 4,130
8 4,130 57 4,130 106 4,130
9 4,130 58 4,130 107 4,130
10 4,130 59 4,130 108 4,130
11 4,130 60 4,130 109 4,130
12 4,130 61 4,130 110 4,130
13 4,130 62 4,130 111 4,130
14 4,130 63 4,130 112 4,130
15 4,130 64 4,130 113 4,130
16 4,130 65 3,738 114 4,130
17 4,130 66 3,531 115 4,130
18 4,130 67 3,378 116 4,130
19 4,130 68 2,941 117 4,130
20 4,130 69 3,087 118 4,130
21 4,130 70 3,173 119 4,130
22 4,130 71 3,255 120 4,130
23 4,130 72 4,130 121 4,130
24 4,130 73 4,130 122 4,130
25 4,130 74 4,130 123 4,130
26 4,130 75 4,130 124 4,130
27 4,130 76 4,130 125 4,130
28 4,130 77 4,130 126 4,130
29 4,130 78 4,130 127 4,130
30 4,130 79 4,130 128 4,130
31 4,130 80 4,130 129 4,130
32 4,130 81 4,130 130 4,130
33 4,130 82 4,130 131 4,130
34 4,130 83 4,130 132 4,130
35 4,130 84 4,130 133 4,130
36 4,130 85 4,130 134 4,130
37 4,130 86 4,130 135 4,130
38 4,130 87 4,130 136 4,130
39 4,130 88 4,130 137 4,130
40 4,130 89 4,130 138 4,130
41 4,130 90 4,130 139 4,130
42 4,130 91 4,130 140 4,130
43 4,130 92 4,130 141 4,130
44 4,130 93 4,130 142 4,130
45 4,130 94 4,130 143 4,130
46 4,130 95 4,130 144 4,130
47 4,130 96 4,130 145 4,130
48 4,130 97 4,130 146 4,130

49 4,130 98 4,130 147 4,130

EXHIBIT "A" (continued)
LOT NUMBER BUA (SF) LOT NUMBER BUA (SF) LOT NUMBER BUA (SF)
148 4,130 197 4,130 246 4,130
149 4,130 198 4,130 247 4,130
150 4,130 199 4,130 248 4,130
151 4,130 200 4,130 249 4,130
152 4,130 201 4,130 250 4,130
153 4,130 202 4,130 251 4,130
154 4,130 203 4,130 252 4,130
155 4,130 204 4,130 253 4,130
156 4,130 205 3,990 254 4,130
157 4,130 206 3,836 255 4,130
158 3,850 207 4,130 256 4,130
159 3,911 208 4,130 257 4,130
160 4,130 209 4,130 258 4,130
161 4,130 210 4,130 259 4,130
162 4,130 211 4,130 260 4,130
163 4,130 212 4,130 261 4,130
164 4,130 213 4,130 262 4,130
165 4,130 214 4,130 263 4,130
166 4,130 215 4,130 264 4,130
167 4,130 216 3,696 265 4,130
168 4,130 217 2,923 266 4,130
169 4,130 218 3,149 267 4,130
170 4,130 219 3,374 268 4,130
171 4,130 220 3,521 269 4,130
172 4,130 221 3,450 270 4,130
173 4,130 222 3,145 271 4,130
174 4,130 223 4,130 272 4,130
175 4,130 224 4,095 273 4,130
176 4,130 225 2,890 274 4,130
177 4,130 226 3,088 275 4,130
178 4,130 227 3,038 276 4,130
179 4,130 228 2,909 277 4,130
180 4,130 229 2,780 278 4,130
181 4,130 230 2,650 279 4,130
182 4,130 231 2,521 280 4,130
183 4,130 232 2,460 281 4,130
184 4,130 233 3,813 282 4,130
185 4,130 234 4,130 283 4,130
186 4,130 235 4,130 284 4,130
187 4,130 236 4,130 285 4,130
188 4,130 237 4,130 286 4,130
189 4,130 238 4,130 287 4,130
190 4,130 239 4,130 288 4,130
191 4,130 240 4,130 289 4,130
192 4,130 241 4,130 290 4,130
193 4,130 242 4,130 291 4,130
194 4,130 243 4,130 292 4,130
195 4,130 244 4,130 293 4,130
196 4,130 245 4,130 294 4,130

EXHIBIT "A" (continued)
LOT NUMBER BUA (SF) LOT NUMBER BUA (SF)
295 4,130 320 4,130
296 4,130 321 4,130
297 4,130 322 4,130
298 4,130 323 4,130
299 4,130 324 4,130
300 4,130 325 4,130
301 4,130 326 3,865
302 4,130 327 2,851
303 4,130 328 4,130
304 4,130 329 4,130
305 4,130 330 4,130
306 4,130 331 4,130
307 4,130 332 4,130
308 4,130 333 4,130
309 4,130 334 4,130
310 4,130 335 4,130
311 4,130 336 4,130
312 4,130 337 4,130
313 4,130 338 4,130
314 4,130 339 2,916
315 4,130 340 3,124
316 3,254 341 3,971
317 4,130 342 3,708
318 3,596 343 4,130
319 4,130 344 4,130