SW8060901_HISTORICAL FILE_20161116

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO
SW8 0 t40 01 p
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 oo o t 111v
YYYYMMDD

Energy, Mmeral &
Land Resources
ENVIRONMENTAL QUALITY
November 16, 2016
Allen Jefferson Earp, Manager
Funston Land and Timber, LLC
1007 Evangeline Drive
Leland, NC 28405
Subject- Approved Plan Revision
Brunswick Forest Phase 6, Section 1
Stormwater Permit No SW8 060901 PR
Brunswick County
Dear Mr Earp
PAT McCRORY
Governor
DONALD R VAN DER VAART
Secretary
TRACY DAVIS
Director
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR) All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified Please note that this letter OR permit references DEMLR as the Division responsible for
issuance of the permit
On August 5, 2009, the Governor signed Session Law 2009-406 This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010 The
law extended the effective period of any stormwater permit that was set to expire during this time frame
to three (3) years from its current expiration date On August 2, 2010, the Governor signed Session Law
2010-177, which granted an extra year for a total of four (4) years extension Accordingly, this permit
shall now be effective from the date of issuance until September 21, 2020, which includes all available
extensions The terms and conditions of this extended permit shall remain in full force and effect
On September 22, 2016, the Wilmington Regional Office received a complete request to revise the
approved plans for Stormwater Management Permit Number SW8 060901 The revisions include
reallocating a portion of the permitted future impervious area to proposed BUA due to the construction of
Lot 1 It is important to note that no changes are being made to the permitted drainage area, total
impervious area, or pond design
It has been determined that a formal permit modification is not required for the proposed changes We are
forwarding you an approved copy of the revised plans for your files Please replace the old approved plan
sheet(s) with the new one(s) In addition, please replace the previously issued permit with the revised
permit, dated November 15, 2016, attached
Please understand that the approval of this revision to the approved plans or to the permit for the subject
State Stormwater project is done on a case -by -case basis Any other changes to this project must be
approved through this Office prior to construction The issuance of this plan revision does not preclude
the permittee from complying with all other applicable statutes, rules, regulations or ordinances which
may have Jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction
Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, certification of the BMP's, procedures for
changing ownership, transferring the permit, and renewing the permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to record deed restrictions,
to certify the BMP's, to transfer the permit, or to renew the permit, will result in future compliance
problems
State of North Carolina I Environmental Quality I Energy Mineral and Land Resources
Wilmington Regional Office 1127 Cal dmal Drive Extension I Wilmington NC 28405
910 7%7215

State Stormwater Permit No SW8060901
Page 2 of 2
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adludicatory hearing by filing a written petition with the Office of Administrative I learmgs
(OAH) The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mad Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www NCOAH corn Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information, please contact Steve Pusey in the Wilmington
Regional Office, at [phone]
Sincerely,
7 racy Davis, P E , Director
Division of Energy, Mineral and Land Resources
GDS/ sgp \\\Stormwater\Permits Bc Prolects\2006\060901 HD\ 2016 11 permit_pr 060901
cc Adam H Grady, PE — Hanover Design Services, PA
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater Tile
State of North Carolina I Environmental Quaht} I Energy Mineral and Land Resources
Wilmington Regional Office 1127Catdinal Dine ExtensTon I Wdmin9ton.NC 28405
910 796 7215

State Stormwater Management Systems
Permit No SW8 060901 PR
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL & LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Funston Land & Timber, LLC
Brunswick Forest Phase 6 - Section 1
Hwy 17, 2 4 miles south of intersection of US 74176 County
Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention pond(s) in compliance
with the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy,
Mineral & Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit
This permit shall be effective from the date of issuance until September 21, 2020, and
shall be subject to the following specified conditions and limitations
In17*9Eel Z&W- ztal-AG7bill
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 15 of this permit The stormwater controls
identified as Pond 9 for the Sales Center and Pond 10 for the Wellness Center
have been designed to handle the runoff from 405,110 square feet and 240,000
square feet of built -upon area, respectively The total impervious area is
645,100 square feet The tract development will be limited to the amount of
built -upon area
3 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
4 The runoff from all built -upon area within the permitted drainage area(s) of this
protect must be directed into the permitted stormwater control system
Page 3 of 9

State Stormwater Management Systems
Permit No SW8 060901 PR
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
Pond 9 Pond 10
Sales Center Wellness Center
a Drainage Area, acres 144 126
Onsite, ft2 627,267 548,859
Offsite, ft2 None None
b Total Impervious Surfaces, ft2 405,110 240,000
Commercial 135,632 142,000
Residential Lots
(14 lots @ 4,400 sf per lot) 61,600 -
Other 1,000 72,000
Future 186,688 -
Contmgency 20,190 26,000
c Pond Depth, feet 7 7
d TSS removal efficiency 90% 90%
e Design Storm, inches 1 0 1 0
f Permanent Pool Elevation, FMSL 330 330
g Permitted Surface Area @PP, ft2 22,200 79,000
h Permitted Storage Volume, f13 51,625 273,725
1 Temporary Storage Elevation, FMSL 345 345
t Controlling Orifice 2 0" O pipe 2 0" O pipe
k Permitted Forebay Volume, f13 10,200 54,350
1 Fountain Maximum, hp 1/6 1
m Receiving Stream / River Basin Piney Branch / Cape Fear
n Stream Index Number CPF17 18-77-3-1
o Classification of Water Body 'C, Sw"
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR The records will indicate the date,
activity, name of person performing the work and what actions were taken
4 The facilities shall be constructed, operated and maintained in accordance with
the provisions of this permit, the approved plans and specifications, and the
supporting documents attached to this permit and on file with the Division
5 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
Page 4 of 9

State Stormwater Management Systems
Permit No SW8 060901 PR
6 The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and re -vegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
o Access to the outlet structure must be available at all times
7 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for the fountain's pump is based on the
permanent pool volume as designated in section 1 5 of this permit
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
9 Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times
10 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
11 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the protect
area The protect area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
g The construction of any permeable pavement for BUA credit
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 060901 PR
12 Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval
13 A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner
14 If the use of permeable pavement for BUA credit within the lot is desired, the
permittee shall direct the lot owner to submit an application with all supporting
documentation and the application fee to the Division and receive a permit prior
to construction of the permeable pavement
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy Mineral and Land Resources at
least 60 days prior to any one or more of the following events
a An ownership change including the sale or conveyance of the project area
in whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions,
b The sale or conveyance of the common areas to a Homeowner's or
Property Owner's Association, subject to the requirements of Session Law
2011-256,
c Bankruptcy,
d Foreclosure, subject to the requirements of Session Law 2013-121,
e Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-
01(e) and NCGS 57D-6-07,
f A name change of the current permittee,
g A name change of the project,
h A mailing address change of the permittee,
2 The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request Neither the sale of the
project, in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit
3 The permittee grants DEMLR Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility
4 Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21
5 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
6 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
Page 6 of 9

State Stormwater Management Systems
Permit No SW8 060901 PR
8
9
10
11
The permit remains in force and effect until modified, revoked, terminated or
renewed The permit may be modified, revoked and reissued or terminated for
cause The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition
Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes
The permittee shall submit a permit renewal request at least 180 days prior to
the expiration date of this permit The renewal request must include the
appropriate documentation and the processing fee
Permit updated, revised, and re -issued this the 15th day of November, 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,t" i racy yavis, r t uirector
Division of Energy Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

DEMLR USE ONLY
Date Received
Fee Paid (express on]
Permit Number
- 6
SGrJ D� U
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
Thus foriu may be photocopied for ust as an original
I GENERAL INFORMATION
1 Stormwater Management Permit Number SW8 060901
2 Project Name
CEIV
SEP 2 2 2016
3 Permit Holder's name (specify the name of the corporation, individual, etc ) BY:
----
Funston Land and Timber, LLC
4 Print Owner/Signing Official's name and title (person legally responsible for permit)
Allen Jefferson Earp, Manager
5 Mailing Address for person listed in item 2 above
1007 Evangeline Drive
City Leland State NC Zip 28405
Phone (910 ) 383-1425 Fax
Email rrussell@brunswickforest com
11 PLAN REVISION INFORMATION
1 Summarize the plan revision proposed (attach additional pages if needed)
The purpose of this proposed plan revision is the reallocation of a portion of the permitted future BUA
to proposed BUA for Pond 9 Pond 10's BUA allocation remains unchanged
III SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR) A complete package includes all of the items listed below The complete
application package should be submitted to the DEMLR. Office that issued the permit
1 Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original fit 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (nuist be revisions of original approved plan shect(s))
If applying for Express review (onhi available in 20 coastal counties)
• Application fee of $500 00 (made payable to NCDENR)
VI APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in General
certify that I have authorized then n revi
application is, to the best of p,3rkn led
Signature
3) 1QZZFAJ 3G-FF F Z6D/J C[�i�
e information included on this plan revision
Date '7 Z zzw
Plan Revision Form / 10' Rev Oct 31 2013

Casmer, Jo
From: Casmer, Jo
Sent: Tuesday, September 27, 2016 9 56 AM
To 'agrady@hdsitm com', 'rrussell@brunsmckforest com'
Subject Brunswick Forest Phase 6 Section 1, Stormwater Permit SW8 060901
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Plan Revision application on September 22, 2016 The project has been assigned to
Steve Pusey and you will be notified if additional information is needed
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io casmerOncdenr cov
127 Cardinal Drive Extension
Wilmington, NC 28405
—.�"Nothing Compares,%.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

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Completeness Review Checklist
Project Name A,6' Received Date ZZ
Project Location /y�yt ( Accepted Date ZZ
Rule(s) El2008 Coastal 1995 Coastal Phase II (WiRO) Universal EJ1988 Coastal
Type of Permit New or Mod or(DR Existing Permit # (Mod or PR) 0& pgO (nPE Cert on File?
uensity I HUv/ or LD Type Commercial or Residential 1:1NCG
% _p(% OK?) Stream Class FISA Map E]Offsite to SW8
Subdivided? Subdivision or Single Lot IMORW Mao I IFxpmnr
Paperwork Emailed Engineer on
F—ISupplement(s) (1 original per BMP) BMP Type(s)
MO&M with correct/original signatures (1 original per BMP except LSIVFS and swoles)
TIAOIplacation with correct/original signatures Deed
Corp or LLC Sig Auth per SoS or letter Email Address
M$505 (within 6mo) (o mac.-4�
aElEmail Address
Design Engineer
Owner
Sods Report with SHWT T 4� Note to vt
Calculations (signed/sealed) "GJ � �
�No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided
uSigned & Notarized
ElCorrect Template ((
Plans
ets
Grading
ty Map
nLegend
Soils Report
SHWT
Bottom
Visited
Information
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
11 Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands Delineated or No Wetlands
Layout (proposed BUA dimensions)
DA Maps Project Boundaries
Wet Pond
Offsite
Soils Report
MPE Cert for Master
Deed Rest for Master
�SHWT
PP
BUA Permitted (Master)
BUA Proposed (Offsite)
Proposed
Vrnn.C.A
Lot #
Lot # Matches Master
sf
sf

Sales Office (Pond No.9) and Wellness Center (Pond No.10)
Scale 1 "= 150'
January 2007
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is o Po 10
Use 240,000 sf for Permit
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HANOVER DESIGN SERVICES, P A
LAND SURVEYORS ENGINEERS & LAND PLANNERS
31919 wMI-MINGTON NC 2
/ I 8401
PHONE [phone]
I�� ' Drawing No 8829-6-imp2a dwg-dh

Sales Office (Pond No.9) and Wellness Center (Pond No.10)
Scale: 1 "= 150'
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USDA United States
A product of the National
Custom Soil Resource
Department of
Cooperative Soil Survey,
Agriculture
a joint effort of the United
Report for
VRCS
States Department of
Agriculture and other
Brunswick County
Federal agencies, State
Natural
Resources
agencies including the
Agricultural Experiment
North Carolina
Conservation
Stations, and local
Service
participants
OFFICE BLDG BASE ENG
8-29-16_2016-09-12 (2)
September 20 2016

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (httpJlwww.nres usda.gov/wps/portal/
nres/main/soils/health/) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center (http://
offices.sc.egov usda gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://wwwnres.usda_gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey orwet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means

for communication of program information (Braille, large print. audiotape.. etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.

Contents
Preface. ................ .............. - ....................... ................... ........... .............. 2
How Soil Surveys Are Made..................................................................................5
SoilMap..................................................................................................................7
SoilMap................................................................................................................8
Legend........................................................................................... ...................... 9
MapUnit Legend................................................................................................10
MapUnit Descriptions........................................................................................10
Brunswick County, North Carolina..................................................................12
Fo—Foreston loamy fine sand....................................................................12
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas
in a specific area. They include a description of the soils and miscellaneous areas and
their location on the landscape and tables that show soil properties and limitations
affecting various uses. Soil scientists observed the steepness, length, and shape of
the slopes, the general pattern of drainage, the kinds of crops and native plants; and
the kinds of bedrock. They observed and described many soil profiles. A soil profile is
the sequence of natural layers, or horizons, in a soil. The profile extends from the
surface down into the unconsolidated material in which the soil formed or from the
surface down to bedrock. The unconsolidated material is devoid of roots and other
living organisms and has not been changed by other biological activity.
Currently, soils are mapped according to the boundaries of major land resource areas
(MLRAs). MLRAs are geographically associated land resource units that share
common characteristics related to physiography, geology, climate, water resources,
soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically
consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that is
related to the geology, landforms, relief, climate, and natural vegetation of the area.
Each kind of soil and miscellaneous area is associated with a particular kind of
landform or with a segment of the landform. By observing the soils and miscellaneous
areas in the survey area and relating their position to specific segments of the
landform, a soil scientist develops a concept, or model, of how they were formed. Thus,
during mapping, this model enables the soil scientist to predict with a considerable
degree of accuracy the kind of soil or miscellaneous area at a specific location on the
landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented by
an understanding of the soil -vegetation -landscape relationship, are sufficient to verify
predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them to
identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character of
soil properties and the arrangement of horizons within the profile. After the soil
scientists classified and named the soils in the survey area, they compared the

Custom Soil Resource Report
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components, the
objective is to separate the landscape into landforms or landform segments that have
similar use and management requirements. Each map unit is defined by a unique
combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components of
the map unit. The presence of minor components in a map unit in no way diminishes
the usefulness or accuracy of the data. The delineation of such landforms and
landform segments on the map provides sufficient information for the development of
resource plans. If intensive use of small areas is planned, onsite investigation is
needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape, and
experience of the soil scientist. Observations are made to test and refine the soil -
landscape model and predictions and to verify the classification of the soils at specific
locations. Once the soil -landscape model is refined, a significantly smaller number of
measurements of individual soil properties are made and recorded. These
measurements may include field measurements, such as those for color, depth to
bedrock, and texture, and laboratory measurements, such as those for content of
sand, silt, clay, salt, and other components. Properties of each soil typically vary from
one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists interpret
the data from these analyses and tests as well as the field -observed characteristics
and the soil properties to determine the expected behavior of the soils under different
uses. Interpretations for all of the soils are field tested through observation of the soils
in different uses and under different levels of management. Some interpretations are
modified to fit local conditions, and some new interpretations are developed to meet
local needs. Data are assembled from other sources, such as research information,
production records, and field experience of specialists. For example, data on crop
yields under defined levels of management are assembled from farm records and from
field or plot experiments on the same kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on such
variables as climate and biological activity. Soil conditions are predictable over long
periods of time, but they are not predictable from year to year. For example, soil
scientists can predict with a fairly high degree of accuracy that a given soil will have
a high water table within certain depths in most years, but they cannot predict that a
high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
identified each as a specific map unit. Aerial photographs show trees, buildings, fields,
roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

Custom Soil Resource Report
Soil Map
.1 11
12310 r23M M3. IZw A234J 7723 1123A
Map Sole: 1:6479pnntedmAlal)doM(ll"x8.Y)sheet
_w'—
N 0-5 ID 20 30
0 30 60 120 180
Map M�- �b rk�� CXW WC634 Edge �. UTT4 Z� 1� WG584
8
IL— 77—

MAP LEGEND
Area of Interest (AOI)
Area of Interest(AOU
Soils
Soil Map Unit Polygons
„.,,. Soil Map Unit Lines
® Soil Map Unit Points
Special Point Features
(J Blowout
0 Borrow Pit
X Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
C, Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
(,y Miscellaneous Water
Perennial Water
Rock Outcrop
�. Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
c Slide or Slip
OF Sodic Spot
Custom Soil Resource Report
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special L e, Features
Water Features
Streams and Canals
Transportation
H Rails
r.« Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
W
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 124,000.
Warning. Soil Map may not be valid at this scale
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map'. Natural Resources Conservation Service
Web Soil Survey URL. http://"bsoilsuNey.nres.usda.gov
Coordinate System. Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Brunswick County, North Carolina
Survey Area Data: Version 19. Sep 29, 2015
Soil map units are labeled (as space allows) for map scales 1.50.000
or larger.
Date(s) aerial images were photographed: Data not available
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.

LOT I LOCATION MAP

Custom Soil Resource Report
Map Unit Legend
Brunswkk County, North Carolina (NC019)
Map Unit Symbol Map Unit Name
Acres In AOI
Percent of AOI
Fo Foreston loamy fine sand
1 2
100 0%
Totals for Area of Interest
1 2
100 0
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas A map unit is identified and named
according to the taxonomic classification of the dominant soils Within a taxonomic
class there are precisely defined limits for the properties of the soils On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without Including areas of other taxonomic
classes Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management These are called
noncontrasting, or similar, components They may or may not be mentioned in a
particular map unit description Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management These are called contrasting, or dissimilar, components They generally
are in small areas and could not be mapped separately because of the scale used
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements The delineation of such segments
on the map provides sufficient information for the development of resource plans If
intensive use of small areas is planned, however, onslte investigation is needed to
define and locate the soils and miscellaneous areas
10

Custom Soil Resource Report
An identifying symbol precedes the map unit name in the map unit descriptions Each
description includes general facts about the unit and gives important soil properties
and qualities
Soils that have profiles that are almost alike make up a sod senes Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use On the basis of such
differences, a soil series is divided into sod phases Most of the areas shown on the
detailed soil maps are phases of soil series The name of a soil phase commonly
indicates a feature that affects use or management For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series
Some map units are made up of two or more major soils or miscellaneous areas
These map units are complexes, associations, or undifferentiated groups
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas Alpha -Beta complex, 0 to 6 percent slopes, is an example
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar Alpha -
Beta association, 0 to 2 percent slopes, is an example
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them Alpha and Beta soils, 0 to 2 percent slopes, is an example
Some surveys include miscellaneous areas Such areas have little or no soil material
and support little or no vegetation Rock outcrop is an example
11

Custom Soil Resource Report
Brunswick County, North Carolina
Fo—Foreston loamy fine sand
Map Unit Setting
National map unit symbol 3w71
Elevation 20 to 160 feet
Mean annual precipitation 40 to 55 inches
Mean annual air temperature 59 to 70 degrees F
Frost -free period 200 to 280 days
Farmland classification Farmland of statewide importance
Map Unit Composition
Foreston and similar soils 80 percent
Mmorcomponents 5percent
Estimates are based on observations,
Description of Foreston
descriptions, and transects of the mapunit
Setting
Landform Broad interstream divides on marine terraces, flats on marine terraces
Down -slope shape Linear
Across -slope shape Convex
Parent material Loamy and sandy marine deposits
Typical profile
A - 0 to 6 inches loamy fine sand
E - 6 to 12 inches loamy fine sand
Bt - 12 to 40 inches fine sandy loam
E' - 40 to 51 inches sand
Btg - 51 to 85 inches fine sandy loam
C - 85 to 90 inches loamy fine sand
Properties and qualities
Slope 0 to 2 percent
Depth to restrictive feature More than 80 inches
Natural drainage class Moderately well drained
Runoff class Very low
Capacity of the most limiting layer to transmit water (Ksat) Moderately low to high
(0 06 to 1 98 Whir)
Depth to water table About 24 to 42 inches
Frequency of flooding None
Frequency of pondmg None
Available water storage in profile Moderate (about 6 0 inches)
Interpretive groups
Land capability classification (irrigated) None specified
Land capability classification (nonimgated) 2w
Hydrologic Sod Group B
Hydnc sod rating No
Minor Components
Woodmgton, undramed
Percent of map unit 5 percent
12

Custom Soil Resource Report
Landform Flats on marine terraces, depressions on marine terraces, broad
interstream divides on marine terraces
Down -slope shape Linear
Across -slope shape Concave
Hydrnc sod rating Yes
13

Brunswick Forest
Phase 6 Commercial Lot 1
For
FUNSTON LAND & TIMBER, LLC
September 2016
NARRATIVE
NOTE To be reviewed in conjunction with 'Brunswick Forest Phase 6 Commercial Lot 1
Site Plans", Hanover Design Services, PA, Drawings No 8829-1 through 8829-6
PROJECT DESCRIPTION -
The purpose of this revision is to reallocate a portion of the permitted future
impervious area to proposed BUA due to the proposed construction of LOT 1
(DEMLR# SW8 060901 and DLQ Bruns-2007-016) Since this is just a using up
a permitted future BUA and the owners and developers of this Phase 6
commercial area are the same as the owners of the original permit (Funston Land
and Timber, LLC), this plan is to be considered a "plan revision" or "update" to the
original permit - basically a verification of impervious areas and terms of the
original permit as applies to this project The commercial area of Phase 6 was
allotted 4 75 acres of future BUA as shown in the attached previous revision The
proposed infrastructure of Lot 1 will use up 0 49 acres of this allotted amount
Attached you will find a spreadsheet showing the permitted BUA totals, as
reported on permit, and revised proposed and future quantities for Pond 9 It is
important to note that no changes are being made to the permitted drainage area
or pond design This is just a simple reallocation of permitted BUA with no change
to the total impervious area Pond 10 was included on the permit but will remain
unchanged
Lot 1 is located in the Phase 6 commercial area and is bordered on the East by
Brunswick Forest Parkway and to the south by Evangeline Drive The project is
located in the Town of Leland in Brunswick County
The developable site is rolling to flat topography The soils in the project area are
primarily foreston loamy fine sand that are moderately well drained The
hydrologic classification of the soil is B Runoff will be collected in drop inlets
placed in the inverted crown parking lot and will travel by means of storm sewer
and tie in to the existing storm system located on Evangeline Drive then
transported to the existing on -site drainage pond/basin 9
ECEIVE
SEP 2 2 2M
BY

STORMWATER PERMIT SW8 060901 BUA ALLOCATION
PERMIT REVSION REALLOCATING FUTURE BUA TO PROPOSED
PERMIT NO
SW8 060901
POND
POND 9
POND 10
PERMITTED
PERMITTED
DRAINAGE AREA AC
144
12 6
ONSITE DRAINAGE AREA SOFT
627,627
548859
TOTAL IMPERVIOUS AREA PERMITTED (SF)
405,110
240,000
OFFSITE
NONE
NONE
PERMITTED IMPERVIOUS
PERMITTED
PREVIOUS (SF)
PROPOSED
UPDATE
LOT 1(SF)
TOTAL
(SF)
UNCHANGED
ON -SITE BUILDINGS
10,000
3,192
13,192
-
ON -SITE STREETS
58,958
58,958
-
ON -SITE PARKING
22,010
15,131
37,141
-
ON -SITE SIDEWALKS
24,455
1,886
26,341
-
RES 14 LOTS AT 4,400 SF PER LOT
61,600
61,600
OTHER
1,000
1,000
OFF -SITE
-
-
-
-
CONTINGENCY
20,190
20,190
-
FUTURE ON -SITE
207,897
186,688
-
TOTAL IMPERVIOUS AREA
405,110
21,209
405,110
EC�'vE
SEP 2 2 2016
gY•-

Hanover Design Services, P.A.
Land Surveyors, Engineers, Land Planners
September 22, 2016
Ms Georgette Scott, Stormwater Supervisor
Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re Revision Submittal, SW8 060901 rev
Brunswick Forest Phase 6 Section 1
Brunswick County
Georgette
�CE[vE
SEP ? 12ors
BY•
Enclosed please find the stormwater revision package for Brunswick Forest Phase 6, Section 1 which is to
include
• Application and a narrative explaining revision
• Two sets of construction plans
• 1 set of original Erosion Control and Water Quality plans
• 1 copy of the original permit and previous revision
• Designers Certification
This revision request is for a portion of a permitted protect in Brunswick Forest Phase 6 Section 1 was
permitted in September of 2006 with 2 wet retention / detention ponds and then revised later for
reallocation of future BUA in March of 2007 The infrastructure of Lot 1 will use up approximately 0 49
acres of the allotted future amount for this area No pond design was changed in the slightest and all
the approved design parameters such as area, depth, shelf configuration and outlets remain
unchanged Both ponds have been built and certified
The only things that have changed or been clarified are the impervious BUA allocations These changes
are reflected in the attached chart
There is no fee mentioned in the revision application (unless requesting express) If there is a fee, please
forward the amount to us Please let me know if you have any questions or will need additional
information Thanks
Sincerely,
Adam Grady, PE
Hanover Design Services P A
agrady@hdsilm com
343-8002 Office
343-9941 Fax
ECEIVE
SEP 2 2 2016
1123 Floral Parkway Wilmington, N C 28403 Phone [phone] Fax [phone]
Business Firm License No C-0597

Ri
❑ SIGNED ` \ (( l�` ` S
Please reply No reply necessary C�
I < �SUcoC�

FEB 1 8 2009
WATER QUALITY CERTIFICATIONS and PERMIT STATUS:
PERMIT BY POND NO PHASE OR PROJECT NAME CERTIFICATION
DATE TYPE DATE PERMIT NO
COMMERCIAL
04-13-05
HANOVER
NO 1
COMMERCIAL REGIONAL POND
FINAL
06-22-07
SW8 031211 MOD
04-13-05
HANOVER
NO 2
BRUNSVICK FOREST PARKWAY
FINAL
02-18-09
SV8 031211 MOD
PHASE 1
04-18-06
MALPASS
JL-1
JEFFERSON LANDING
PENDING
PENDING
SW8 060226
12-13-05
MALPASS
JL-2
JEFFERSON LANDING 4 PHI SEC 3
PENDING
PENDING
SWS 050927
12-22-06
HANOVER
NO 6
PHASE 1 SECTION 2
FINAL
02-18-09
SW8 061007
12-22-06
HANOVER
NO 7
PHASE 1 SECTION 2
FINAL
02-18-09
SW8 061007
12-22-06
HANOVER
NO 8
PHASE 1 SECTION 2
FINAL
02-18-09
SWS 061007
I1-08-07
HANOVER
6,7,8
PHASE 1 SECTION 2 VILLAGES
SW8 061007 MOD
PHASE 2
06-10-05
HANOVER
NO 3
BRUNSVICK FOREST PARKWAY EXTENSION
FINAL
02-18-09
SW8 050528
06-10-05
HANOVER
NO 4
BRUNSVICK FOREST PARKWAY EXTENSION
FINAL
02-18-09
SW8 050528
06-10-05
HANOVER
NO 5
BRUNSVICK FOREST PARKWAY EXTENSION
FINAL
02-18-09
SWS 050528
PHASE 3
01-15-08
HANOVER
NO 13
LOW COUNTRY BOULEVARD EXTENSION
FINAL
02-18-09
SW8 071209
01-15-08
HANOVER
NO 14
LOW COUNTRY BOULEVARD EXTENSION
FINAL
02-18-09
SW8 071209
01-15-08
HANOVER
NO 15
LOW COUNTRY BOULEVARD EXTENSION
FINAL
02-18-09
SWS 071209
PENDING
HANOVER
NO 16
PHASE 3 RESIDENTIAL
PENDING
PENDING
SW8 090202
PENDING
HANOVER
NO 17
PHASE 3 RESIDENTIAL
PENDING
PENDING
SW8 090202
PENDING
HANOVER
NO 18
PHASE 3 RESIDENTIAL
PENDING
PENDING
SW8 090202
10-24-08
HANOVER
NO 19
PHASE 3 RESIDENTIAL
PENDING
PENDING
SW8 081008
PENDING
HANOVER
NO 20
PHASE 3 RESIDENTIAL
PENDING
PENDING
SWB 090202
PENDING
HANOVER
NO 21
PHASE 3 RESIDENTIAL
PENDING
PENDING
SW8 090202
06-27-08
HANOVER
NO 22
PHASE 3 GOLF CLUBHOUSE
PENDING
PENDING
SW8 080604
PHASE 4
PHASE 5
10-17-08
HANOVER
NO 23
PHASE 5 RESIDENTIAL
PENDING
PENDING
SW8 080924
10-17-08
HANOVER
NO 24
PHASE 5 RESIDENTIAL
PENDING
PENDING
SW8 080924
10-17-08
HANOVER
NO 25
PHASE 5 RESIDENTIAL
PENDING
PENDING
SW8 080924
10-17-08
HANOVER
NO 26
PHASE 5 RESIDENTIAL
PENDING
PENDING
SW8 080924
10-17-08
HANOVER
NO 27
PHASE 5 RESIDENTIAL
PENDING
PENDING
SW8 080924
10-17-08
HANOVER
NO 28
PHASE 5 RESIDENTIAL
PENDING
PENDING
SW8 080924
PHASE 6
09-21-06
HANOVER
NO 9
PHASE 6 SALES CENTER & COMMERCIAL
FINAL
02-18-09
SW8 060901
09-21-06
HANOVER
NO 10
PHASE 6 WELLNESS CENTER
FINAL
02-I8-09
SW8 060901
03-07-07
HANOVER
NO 11
PHASE 6 RESIDENTIAL
FINAL
02-18-09
SW8 070213
03-07-07
HANOVER
NO 12
PHASE 6 RESIDENTIAL
FINAL
02-18-09
SV8 070213
PHASE 7

Re Plan of Action for Pond Certifications at Brunswick Forest
-tea
Subject: Re Plan of Action for Pond Certifications at Brunswick Forest FEB 1 & 2009
From, Mary Jean Naugle <Mary Naugle@ncmail net>
Date: Fri, 20 Feb 2009 09 19 34 -0500
To: David Hollis <dhollis@hdsilm com>
CC: Georgette Scott@ncmail net, Jearp@brunswickforest corn, Greg Wayne <gwayne@hdsilm com>,
David Brown <dbrown@hdsilm com>, rick shiver@ncmail net, Jeff Malpass
<Jeffmalpass@bizec rr com>
Mr Hollis and Mr Earp,
Thank you for submitting the PE certifications on Ponds 1-15 and the recorded deed
restrictions for the appropriate permits in the Brunswick Forest Development
Please continue to submit PE certifications as ponds are complete and the recorded
deed restrictions prior to the sale of lots in accordance with permit conditions On
a large phased development such as Brunswick Forest please submit partial PE
certifications on the ponds as they are complete and some of the BOA is on the ground
such as roads, with final PE certifications when the permit construction is complete
on the permit Likewise, we understand that recorded deed restrictions will be
updated to us as the Development changes, along with corresponding plan revisions
thank you,
Mary Jean Naugle
NC DENR DWQ WiRO
910-796-7303
CC DWQ stormwater files
David Hollis wrote
Georgette
As per my correspondence with Rick Shiver a week or two ago, Hanover
Design is completing the certification process for the next 14 ponds
permitted at Brunswick Forest (SW8 031211 Pond No 1, the big commercial
pond, was certified some time ago), and you should receive them within
the next few days, certainly before the end of the week
The as -built surveys and inspections have been completed, but upon my
review there were several minor items that needed to be addressed and
the contractor should complete those items today or tomorrow The pond
certifications you will receive are
* Pond
No
2,
SW8 031211
* Ponds
No
3,
4 and 5, SW8
050528
* Ponds
No
6,
7 and 8, SW8
061007
* Ponds
Me
9
and 10, SW8 060901
* Ponds
No
11
and 12, SW8
070213
* Ponds
No
13,
14 and 15,
SW8 071209
We are also as -built surveying the remainder ponds 16 through 28 and
anticipate providing them to you in a timely manner as the construction
areas and ponds become stabilized I am in the process of completing a
Master Plan of Brunswick Forest showing pond locations and status to
assist you in "keeping track" of this project's DWQ permits
\1 of 2 o In e TA
1:

Re Plan of Action for Pond Certifications at Brunswick Forest
V�cB 1 & ZOOS
My understanding is that we are coordinating with Jeff Malpass to also
secure certifications on the Jefferson Landing ponds JL-1 and JL-2 SW8
060226 and SW8 050927
I trust this email will serve to keep you informed as to our plan of
action regarding where we stand in the certification process As always,
thanks for your time
David
Mary Jean Naugle
NC DENR Express Permitting
910-796-7303
910-350-2004 fax
Please note E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties
Content -Type apphcarion/pdf
Brunswick Forest PE cert pdf
Content -Encoding: base64
2of2
2/20/2009 9 20 AM

State of North Carolina
Department of the Secretar} of State
SOSII) 0832804
Date filed 1/6/2009 8 48 00 AEI
Elaine E Marshall
North Carolina Secretan of State
C200836600047
NONPROFIT CORPORATION S STATEMENT OF CHANGE OF PRINCIPAL OFFICE
Pursuant to §55A-t6 23(b) of the General Statutes of North Carolina, the undersigned nonprofit corporation does hereby submit the
following for thL purpose of changing its principal office address currently on file with the Secretary of State
INFORMATION CURRENTLY ON FII E
1 he name of the corporation Is Brunswck Forest Master Assocrauon-Inc--'�
The street address and county of the principal office of the corporation currently on file Is
Number and Strict 1018 E Granddlora Drive
City, Slate, Zip Code Leland NC 28451
County Brunswick
The mailing address ifd+fferent from the street address of the principal office currently on file is
NEW INFORMATION
The street address and county of the new principal office of the corporation Is
Number and Street 1007 Evangeline Drive
Ci v, State, Zip Code Leland INC 28451 County Brunswick
The mailing address rfdtfferentfrom the street address of the new principal office is
3 This statement will be effective upon filing unless a later date and/or time is specified
This is the It day of December P008
Brunswick Forest Master Association, Inc
Name of Corporation
Signature
Rosemary Russell Gibson President
Type or Print Nawe and Title
NOTES
I Filing fee Is S5 rhls statement and one exact or conformed cop} of it must be tiled with the Secretary of State
Revised January 2000 Norm N-12
CORPORATIONS DIVISION P 0 BOX 29622 RALEIGH, NC 27626-
0622