SW8111006_HISTORICAL FILE_20111104 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1) 10 c) 6
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201I 11 Q¢
YYYYMMDD

QGA
MENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
November4, 2011
Angie Ball, Treasurer
Seguin Family Holdings, LLC
1980 Wood Treatment Road
Leland, NC 28451
Subject: Stormwater Management Permit No. SW8111006
Fastenal Company Building
High Density Commercial Constructed Wetlands Project
Brunswick County
Dear Mrs. Ball:
Natural Resources
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Fastenal Company Building on
October 31, 2011. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8111006,
dated November 4, 2011, for the construction, operation and maintenance of the BMP's and built -upon area associated with the subject
project.
This permit shall be effective from the date of issuance until November4, 2021, and shall be subject to the conditions and limitations as
specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the Stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory
hearing by filing a written petition with the Office of Administrative Hearings (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. Unless such
demands are made this permit shall be final and binding. You should contact the AH with all questions regarding the filing fee and/or
the details of the filing process. The mailing address, telephone and fax numbers for the Office of Administrative Hearings are: 6714
Mail Service Center, Raleigh, NC 27699-6714. Telephone [phone] or visit their website at www.ncoah.com..
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, at [phone].
Sinc rely,
ScyC'c�
For Coleen Sullins, Director
Division of Water Quality
GDS/csb: S:\WQS\Stormwater\Permits & Projects\201 1\1 11009 HD\2011 11 permit 111006
cc: Phil Norris, P. E. Norris & Tunstall Consulting Engineers
Brunswick County Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarol j na
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 1
Internet:w .mcxaterqualiry,org aturaffi/

State Stormwater Management Systems
Permit No. SW8 111006
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Seguin Family Holdings, LLC
Fastenal Company Building
Wood Treatment Road, Leland, Brunswick County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter collectively
and separately 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 Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 4, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 15,623 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 3 of this permit, and as shown on the approved plans.
4. 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.
5. The project shall provide a 50' wide vegetated buffer adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers, and the mean high
water line of tidal waters.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 111006
7. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
a.
Drainage Area, Acres:
0.59
Onsite, ft :
25,700
Offsite, ftZ:
N/A
b.
Total Impervious Surfaces, ftZ:
15,623
Onsite, ft :
15,623
Offsite, ftZ:
N/A
C.
Design Storm, inches:
1.5
d.
Basin Depth, feet:
0.59
e.
Bottom Elevation, FMS.�:
63.15
f.
Bottom Surface Area, ft :
3,210
g.
Bypass Weir Elevation, FMSy
63.71
h.
Permitted Storage Volume, ft :
1,971
i.
Predevelopment 1 yr 24 hr peak flow, cfs:
0.29
J
Post -development 1 yr 24 hr peak flow, cfs:
0.91
k.
Type of Soil:
leon fine sand
I.
Expected Infiltration Rate, in/hr:
5
M.
Seasonal High Water Table, FMSL:
61.12
n.
Time to Draw Down, hours:
24.6
o.
Receiving Stream/River Basin:
Lit to Sturgeon Creek / Lumber
P.
Stream Index Number:
18-77-1
q.
Classification of Water Body:
"C;Sw"
II. SCHEDULE OF COMPLIANCE
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all times 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 revegetation 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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
5. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 111006
6. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
7. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. 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 development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
III. GENERAL CONDITIONS
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the project or of the permittee or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change form to
the Division of Water Quality, accompanied by the appropriate documentation as
listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 111006
3. 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 shall
constitute an approved transfer request.
4. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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.
7. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application 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 issued this the 4th day of November, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 111006
Fastenal Company Building
Stormwater Permit No. SW8 111006
Brunswick County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 111006
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

INFILTRATION BASIN ANALYSIS FOR PHASE II AND 2008 PROJECTS
Formula
FILENAME: S,\VVQS\stormwaler\YR1111006 HD\2011 MO excel IB 111006 Userin ut
PROJECT NUMBER: SWB
111006
Current Date 04-Nov-11
PROJECT NAME:
Fastenal Compaht Building
Original Run Date:
DRAINAGE BASIN:
Cape Fear IREVIEWER:
abaker
RECEIVING STREAM:
UT to Sturgeon Creek
CLASS:
C;SW
Index No.:
18-77-1 1
If ORW, is site within the 575' AEC? Y N
RULES ("2008" or "Ph2")_ 2008 (Use a comma (')
PROJECT AREA 4907 arm<
DA for Proposed BUA I _ _ 25700sf (reduce overal
DA for Prev.Permilted BUA 010 (assume DA =
IMPERVIOUS AREA
c value
BUILDINGS 60001 0 _
PARKING/ASPHALT 7712
CONCRETE 1690 _
OFFSITE
OTHER/FUTURE 221
Overall % IMPERVIOUS, 1= L 60.8% - _ o.os
New BUA % impervious = 60.8% D.Ds
Ex. BUA % imoervious = n nx n nc
VOLUME CALCULATION
Previously permitted BUA Design Storm o.00 inches (mos
Previously permitted BUA volume 0 cf
1 yr. 24 hour precipitation depth (inches) 1.50 from
Predevelopment C value from consultant does
1 yr, 24 hr. Pre -development volume 161 cubic feel
1 yr. 24 hr. Post -development volume 1918 cubic feel
1.5" volume for New BUA 1918 cubic feet
2008 Design Volume 1918 cubic feet
Phase 2 Design Volume 1918 cubic feet
SURFACE AREAS I ELEVATIONS I VOLUMES
BOTTOM
TOP/BYPASS
i
Elev. (ft)
Area, so it
Inc. Volume
Acc. Volume
63.15
L3,210
-101356 _
eVALUEI
eVALUEI
_-10135_6
eVALUEI _
eVALUEI
63.71
3,829
VOLUME PROVIDED
SOILS INFORMATION
ELEVATION OF SEAS
SOIL TYPE
REPORTED INFILTW
Time to Draw Dr
10 YEAR STORM (WAIVE BYPASS & VFS)
1970.92 cf
ONAL HIGH WATER TABLE
61.12
fmsl
leon - fine sand
TION RATE
5
in / hr
win
1.4
hours
Runoff depth for SO yr 24 hrstorm, inches 3.70 from NOAA chart
Volume of 10 yr. 24 hr storm= 4732 CF
Volume Infiltrated in 24 hours= 16050 CF, at T-1 day, V=(2 x kx A)
Remaining volume to store= -11318 CF OK? IYES
Note- the total available volume must be larger than the remaining volume to store.
COMMENTS
Volume and drawdown are/are not within Design Requirements.

Johnson, Kelly
From: Phil Norris [[e-mail]]
Sent: Wednesday, October 19, 2011 8:47 AM
To: Johnson, Kelly
Subject: RE: Fastenal Application
Kelly,
In response to your comments listed below:
t� Signature Authority — "Seguin Family Holdings, LLC" is listed on the SoS website for NC. The Articles of
Organization, the LLC Annual report dated 04/15/11, (both copied off of the SoS site), and a copy minutes from
September 1, 2011 of the Seguin Family Holdings, LLC were all included in the submission package. In the
minutes, under point C. it states: "Approval for Angela C Ball, Treasurer to act on Seguin Family Holdings, LLC's
behalf pertaining in to all issues that arise for the construction project located at the intersection of Highway
74/76 and Wood Treatment Road in Leland NC. Duties to include but are not limited to obtaining permits,
contracts, construction decisions, etc." �10n } C00% vf kysK t '
`_1.) Soils:
a. The 61.12' is the assumed SH WT elevation at 28" below existing grade which is found to be the average
between spots 61.6' and 63.3' (SHWT =((63.6+63.3)/2)-(28/12))=61.116,
b. Met with Vince Lewis yesterday on -site and he is in agreement with our filing.
Please advise should you have any additional comments.
Phil
Please note my new address is pnorris(@ntenaineers.com
J. Phillip Norris, P.E.
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
910-287-5900(phone)
910-287-5902 (fax)
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be
the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information
requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris,
Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents
resulting from the use of software application packages, operating systems, or computer hardware differing from those
used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the
preparation of such data.
From: Johnson, Kellyfmailto:kellyp.fohnson(a)ncdenr.govl
Sent: Tuesday, October 18, 2011 3:25 PM
To: Phil Norris
Subject: Fastenal Application

Phil,
We received this application, and I have a few questions for you.
1.) Signature Authority: The Secretary of State does not have record of "Seguin Family Holdings, LLC". I see that
you have submitted documentation that was submitted to the SoS, so it may be that the SoS has not updated
their website. If a permit is issued to an LLC, it has be active and in good standing with the SoS. It also has to be
signed by a manager (if the LLC is manager -managed) or a member (if the LLC is member -managed). Angie Ball
is listed as the treasurer. Please have an applicable person sign the application documents. Please also submit
the Articles of Incorporation or other documentation showing if the LLC is member or manager managed.
2.) Soils:
a. The soils report shows that the SHWT is greater than 28". What is the existing grade where the boring
was drilled, and the resulting SHWT elevation? (The supplement shows the SHWT at 61.12. Is that value
equal to 28" below the existing grade or greater than 28" below existing grade?)
b. Vince Lewis: Have you met with Vince onsite for his site visit? He is out of the office until 10/21, and I
do not see his report where he normally leaves them. If you haven't met with him then please schedule
a visit because that has to be done before we can accept the permit application.
Thanks,
K1
*** My email has changed to [e-mail]
1, CA ,I J OH IA,901&
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.
No virus found in this message.
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Cnompleteness Review Checklist
Project Name: �q•,t� rgn l'omOAPA Y \dui Received Date: I'AC)c-[ tk
Project Location: ISLt A&11 Nrlslwc .L—r w) Accepted Date: IS 6C7 t(
Rule(s) ✓ 2008 Coastal 111995 Coastal Phase II (WiRO) Universal F-11988 Coastal
Type of Permit. New or Mod or PR Existing Permit # (Mod or PR): nPE Cert on File?
Density: HD or LD Type: Commercial or Reside"Map
�NCG:
%: 34 01D% 00) Stream Class: �nOffsite to SW8
Paperwork
tment(s) (1 original per BMP) BMP Type(s): 0 C tNN 00110r0 --t$-4 1 )uro'�7aQ0 1
with correct/original signatures (1 original per BMP except LS/VFS and swales)
ation with correct/original signatures TOt.Prz)Q6Q (1)
rp or LLC: Sig. Auth. per SoS or letter
Er$505 (within 6mo)
Soils Report with SHWT
Mearculations (signed/sealed)
No obvious errors
!nsity includes common areas, etc
Restrictions, if subdivided:
& Notarized
NotetoReviewer:
/lt fYtE1 �tzH ��r\�e CAfN
\Okp lllt Cep "&V,c pMCO).
�E J ��O Vets Wrzz (Itir
Plans
Egi"Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
ElLegend �DA Maps Project Boundaries
mnitration / Wet Pond Offsite
Soils Report✓� Soils Report MPE Cert for Master Lot #:
ti
SHWT: 4 �� �SHWT: Deed Rest for Master Lot # Matches Master
Bottom: U3.%6 PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Pranncpd-
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
D,n.--A-

902 Market Street
Wilmington, NC 28401
[phone]
[phone] Fax
John S. Tunstall, PE.
October 17. 2011
Norris & Tunstall
Consulting Engineers, P.C.
Ms. Jo Casmer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Fastenal Company Building
Leland, NC
N&T Project No. 11070
Dear Ms. Casmer:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, PE.
Enclosed are two (2) sets of plans for the above referenced project, which include the
drainage area plans, one (1) set of calculations, one (1) copy of the stormwater
narrative, one (1) USGS map, one (1) copy of the soils / infiltration system report, one
(1) copy of the deed, one (1) copy of the Articles of Organization, the original Division of
Water Quality Stormwater Management Permit application, the original SW-401
Infiltration Basin Supplement form, the original Infiltration Basin Operation and
Maintenance Agreement and a $505.00 check for the permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, R
J. Phillb-Norhs. P
PN/neh i CEIVED
11070 10-17-11 -s-sw-1tr OCT 1 8 2011
Enclosures
cc: Ms. Angie Ball / Seguin Family Holdings, LLC
NC License No. C-3641

STORMWATER SYSTEM NARRATIVE
FASTENAL COMPANY BUILDING
Leland, North Carolina
For
Seguin Family Holdings, LLC
1980 Wood Treatment Road
Leland, NC 28451
[phone]
OCT 18 2011
October 2011
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1127 Floral Parkway, Suite 400
Wilmington, North Carolina 28403
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 11070

NARRATIVE
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County, North Carolina. Land disturbing
on the site will not exceed one acre. The stormwater runoff from the 0.91-acre
development will be directed to a Stormwater Infiltration Basin. The Stormwater
Infiltration Basin was designed to accommodate this site at 39.02% impervious area lot
coverage and provide 90% TSS removal without a vegetated filter. The basin will
infiltrate the 10-yr storm using one half of the reported infiltration rate thus utilizing
Section 16.3.9.4 of the NC BMP manual. No LSNFS and offline bypass are required.
Any storm greater than the 10yr-24hr storm will be routed through the emergency
spillway to the outfall ditch.
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. Temporary silt fencing and erosion
control matting throughout the swales will be utilized to protect the infiltration area from
sediment. Disturbed areas will be landscaped or seeded upon completion.

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
0 -2011
505.
# 7L9
1SW8
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina Nib //07o
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form nnay be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Fastenal Company Building
2. Location of Project (street address):
City:Leland County:Brunswick Zip:28451
3. Directions to project (from nearest major intersection):
From the intersection of US17 and US74-76 take US74-76 west for 4.24 miles to the intersection of US 74/76
and Wood Treatment Road (SR 1494) Site is on the east corner of intersection.
4. Latitude:340 15' 25" N Longitude:78* 04' 14" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: []Not Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.lf any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permitN/A
OCT 18 2011
BY;—__._____
Fonn SWU-101 Version 07Jun2010 Pagel of6

Ill. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the Droiect):
Applicant/Organization: Seguin Family Holdings LLC
Signing Official &'ritle:Angie Ball Treasurer
b.Contact information for person listed in item I above:
Street Address:1980 Wood Treatment Road
City:Leland State:NC Zip:28451
Mailing Address (if applicable):
City:
State:
Phone: (910 ) 371-2711 Fax: [phone]
Email:N/A
c. Please check the appropriate box. The applicant fisted above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/i
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address
City:
State: Zip:
Phone: ( ) Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organ ization:N orris & Tunstall Consulting Engineers P.C.
Signing Official & Title:T Phillip Norris P.E.
b.Contact information for person listed in item 3a above:
Mailing Address:1127 Floral Parkway Suite 400
City:Wilmington State:NC Zip:28403
Phone: (910 ) 287-5900
Email:[e-mail]
4. Local jurisdiction for building permits:
Fax: (910 ) 287-5902
Point of Contact: Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 6
1\

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Infiltration Basin which will treat the 10 yr storm using one half the reported infiltration rate
2. a. if claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph Il - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 0.92 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:0.92 acres
Total project area shall be calculated to exclude the followin the normal yool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHI� line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 39.02 %
9. How many drainage areas does the project have71 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
UT of Sturgeon
Creek
Stream Class *
C;SW
Stream Index Number *
18-77-1
Total Drainage Area (so
25,700
On -site Drainage Area (so
25,700
Off -site Drainage Area (so
0
Pro osed Impervious Area** (so
15,623
% tmpervious Area** total
60.79
Impervious** Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
6,000
On -site Streets (so
0
On -site Parking (so
7,712
r �
On -site Sidewalks (so
1,690
Other on -site (so
221
QCT II
Future (so
0
Off -site (so
0
Jay.
_
Existing BUA*** (st)
i -
Total (so:
1 15,623
* Stream Class and Index Number can be determined at: lnttpf(portal.nedenr.or hog ebfurglpslcsu/classifications
*" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. Flow was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central OJfice staff to check ifthe project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from ham://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/mates.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/fonns does.
I�n4't IS
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants n//,o-
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
vtmlo �
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
'�rI^�Q'
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
itow
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
J 104
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
JPd��
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: aP�
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates. I'�E�.�����
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MFlW or NHW line of tidal OCT 1 2011
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of i Mt
structures, the banks of streams or rivers, and the MI-IW (or NHW) of tidal Mt
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version 07Jun2010 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration IIMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 2266 Page No: 0768
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2FI.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h!W://www.secretaly.state.nc.us/Corporations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
ht_pt ://Vortal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:). Phillip Norris, P.E.
Consulting Firm: Norris & Tunstall Consulting Engineers, P.C.
Mailing Address:1127 Floral Parkway, Suite 400
City:Wilmington State:NC Zip:28403
Phone: (910 ) 287-5900 Fax: (910 ) 287-5902
Emai l:pnorris®n tengineers.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) with (print or hjpe name of organization listed in
Contact Infornnation, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system. REC IV�i�
OCT 18 2011
1_
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signa
a Notary Public for the State of County of
do hereby certify that
before me this _ day of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Angie Ball, Treasurer
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective c enants will be recorded, and that the proposed project complies with the requirements of the
applicably stor water rules u er 15A NCAC 2H .1000, SL 2006-246 (Ph. II — Post Construction) or SL 2008-211.
Signatur : Date: )/bJ 61 I
I, - a Notary Public for the State �o"Z"L f County of
ll�t% do hereby certify that CL�e.�,eG eL i�xC personally appeared
before me this i/ day of (Q D ✓ a0 // and ackpowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, 11"idiz !z '3�e-4-
U.
�ptAgY
nu�i�c
SEAL
My commission
t
pej 1 � 2at1
,LL— -
Form SWU-101 Version 07Jun2010 Page 6 of 6

Date
Design
Norris & Tunstall Wilmington, NC
Sheet
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H:\PROJECTS\2011\11070 FASTENAL\11070 CALM
11070 STM Calcs Type 11124-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 10/13/2011
Time span=0.00-26.00 hrs, dt=0.10 hrs, 261 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment .POST:.POST-DA Runoff Area=0.590 ac Runoff Depth=2.47"
Tc=5.0 min CN=89 Runoff=1.58 cfs 0.121 of
Subcatchment PRE: PRE-DA Runoff Area=0.590 ac Runoff Depth=1.88"
Tc=5.0 min CN=82 Runoff=1.23 cfs 0.093 of
Pond 3P: INFILTRATION AREA Peak Elev=63.66' Storage=1,796 cf Inflow=1.58 cfs 0.121 of
Discarded=0.22 cfs 0.121 of Secondary=0.00 cfs 0.000 of Outflow=0.22 cfs 0.121 of

HAPROJECTS\201 1 \1 1070 FASTENAL\11070 CALCS\
11070 STM Calcs Type 111 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 sln 000479 © 2005 HydroCAD Software Solutions LLC 10/13/2011
Subcatchment PRE: PRE-DA
Runoff = 1.23 cfs @ 12.09 hrs, Volume= 0.093 af, Depth= 1.88"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-26.00 hrs, dt= 0.10 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.62"
Area (ac) CN Description
0.590 82 Woods/grass comb., Poor, HSG C
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment PRE: PRE-DA
Hydrograph
— RunoN
Type III 24-hr 1-yr NCDENR
Rainfall=3.62"
Runoff Area=0.590 ac
Runoff Volume=0.093 of
Runoff Depth=1.88"
Tc=5.0 min
CN=82
n i e s a A G to 11 1'q 13 1d 1A 1A 17 1A 1Q 9n 91 99 ?n 9C
Time (hours(

HAPROJECTS\201 1 \1 1070 FASTENAL\11070 CALCS\
11070 STM Calcs Type 11124-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
Subcatchment .POST:.POST-DA
Runoff = 1.58 cfs @ 12.09 hrs, Volume= 0.121 af, Depth= 2.47"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-26.00 hrs, dt= 0.10 hrs
Type III 24-hr 1-yr NCDENR Rainfall=3.62"
Area (ac)
CN
Description
0.230
74
>75% Grass cover, Good, HSG C
0.360
98
Paved parking & roofs
0.590
89
Weighted Average
Tc Length Slope Velocity Capacity Description
5.0 Direct Entry,
Subcatchment .POST:.POST-DA
Hydrograph
— RunoH
Type III 24-hr 1-yr NCDENR
Rainfall=3.62"
Runoff Area=0.590 ac
Runoff Volume=0.121 of
1 I II Runoff Depth=2.47"
LL Tc=5.0 min
CN=89
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)

H:\PROJECTS\2011\11070 FASTENAL\11070 CALCS\
11070 STM Calcs Type Ill 24-hr 1-yr NCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consultina Enaineers
Pond 3P: INFILTRATION AREA
Inflow Area =
0.590 ac,
Inflow Depth = 2.47"
for 1-yr NCDENR event
Inflow =
1.58 cfs @
12.09 hrs, Volume=
0.121 of
Outflow =
0.22 cfs @
12.66 hrs, Volume=
0.121 af, Atten= 86%, Lag= 34.1 min
Discarded =
0.22 cfs @
12.66 hrs, Volume=
0.121 of
Secondary =
0.00 cfs @
0.00 hrs, Volume=
0.000 of
Routing by Stor-Ind method, Time Span= 0.00-26.00 hrs, dt= 0.10 hrs
Peak Elev= 63.66' @ 12.66 hrs Surf.Area= 3,778 sf Storage= 1,796 cf
Plug -Flow detention time= 63.0 min calculated for 0.121 of (100% of inflow)
Center -of -Mass det. time= 62.8 min ( 868.1 - 805.3 )
Volume
Invert Avail.Storage Storage
Description
#1
63.15'
7,857 cf INFILTRATION AREA (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
63.15
3,210
0
0
64.00
4,150
3,128
3,128
65.00
5,307
4,729
7,857
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 2.500 in/hr Exfiltration over Surface area
#2 Secondary 64.50' 10.0' long x 33.0' breadth EMG. SPILLWAY
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Qiscarded OutFlow Max=0.22 cfs @ 12.66 hrs HW=63.66' (Free Discharge)
-1=Exfiltration (Exfitration Controls 0.22 cfs)
Secondary OutFlow, Max=0.00 cfs @ 0.00 hrs HW=63.15' (Free Discharge)
4-2=EMG. SPILLWAY ( Controls 0.00 cfs)

HAPROJECTS\201 1\1 1070 FASTENAL\11070 CALM
11070 STM Calcs Type 11124-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
Pond 3P: INFILTRATION AREA
Hydrograph
Inflow Area=0.590 ac
Peak Elev=63.66'
Storage=1,796 cf
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
Time (hours)
Pond 3P: INFILTRATION AREA
Stage -Discharge
65-
EMG"$F'14LWAY�
64
IEARFafion
0 1 2 3 4 5 6 7 B 9
Discharge (cfs)
— Inflow
— Outflow
— Discarded
— Secondary
— Total
— Discarded
— Secondary

H:\PROJECTS\2011\11070 FASTENAL\11070 CALM
11070 STM Calcs Type/1/ 24-hr 1-yrNCDENR Rainfall=3.62"
Prepared by Norris & Tunstall Consulting Engineers
HydroCADO 7.10 sln 000479 © 2005 HydroCAD Software Solutions LLC 10/13/2011
Stage -Area -Storage for Pond 3P: INFILTRATION AREA
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
63.15
3,210
0
63.17
3,232
64
63.19
3,254
129
63.21
3,276
195
63.23
3,298
260
63.25
3,321
327
63.27
3,343
393
63.29
3,365
460
63.31
3,387
528
63.33
3,409
596
63.35
3,431
664
63.37
3,453
733
63.39
3,475
802
63.41
3,498
872
63.43
3,520
942
63.45
3,542
1,013
63.47
3,564
1,084
63.49
3,586
1,155
63.51
3,608
1,227
63.53
3,630
1,300
63.55
3,652
1,372
63.57
3,674
1,446
63.59
3,697
1,519
63.61
3,719
1,594
63.63
3,741
1,668
63.65
3,763
1,743
63.67
3,785
1,819
63.69
3,807
1,895
63.71
3,829
1,971
63.73
3,851
2,048
63.75
3,874
2,125
63.77
3,896
2,203
63.79
3,918
2,281
63.81
3,940
2,359
63.83
3,962
2,438
63.85
3,984
2,518
63.87
4,006
2,598
63.89
4,028
2,678
63.91
4,050
2,759
63.93
4,073
2,840
63.95
4,095
2,922
63.97
4,117
3,004
63.99
4,139
3,087
64.01
4,162
3,170
64.03
4.185
3,253
64.05
4,208
3,337
64.07
4,231
3,421
64.09
4,254
3,506
64.11
4,277
3,591
64.13
4,300
3,677
64.15
4,324
3,764
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
64.17
4,347
3,850
64.19
4,370
3,937
64.21
4,393
4,025
64.23
4,416
4,113
64.25
4,439
4,202
64.27
4,462
4,291
64.29
4,486
4,380
64.31
4,509
4,470
64.33
4,532
4,560
64.35
4,555
4,651
64.37
4,578
4,743
64.39
4,601
4,834
64.41
4,624
4,927
64.43
4,648
5,019
64.45
4,671
5,113
64.47
4,694
5,206
64.49
4,717
5,300
64.51
4,740
5,395
64.53
4,763
5,490
64.55
4,786
5,585
64.57
4,809
5,681
64.59
4,833
5,778
64.61
4,856
5,875
64.63
4,879
5,972
64.65
4,902
6,070
64.67
4,925
6,168
64.69
4,948
6,267
64.71
4,971
6,366
64.73
4,995
6,466
64.75
5,018
6,566
64.77
5,041
6,666
64.79
5,064
6,768
64.81
5,087
6,869
64.83
5,110
6,971
64.85
5,133
7,073
64.87
5,157
7,176
64.89
5,180
7,280
64.91
5,203
7,384
64.93
5,226
7,488
64.95
5,249
7,593
64.97
5,272
7,698
64.99
5,295
7,803

H:\PROJECTS\2011\11070 FASTENAL\11070 CALM
11070 STM Calcs Type/1/ 24-hr 10-yr Rainfall=6.77"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 sln 000479 © 2005 HydroCAD Software Solutions LLC 10/13/2011
Time span=0.00-26.00 hrs, dt=0.10 hrs, 261 points
Runoff by SCS TR-20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment .POST:.POST-DA Runoff Area=0.590 ac Runoff Depth=5.48"
Tc=5.0 min CN=89 Runoff=3.37 cfs 0.270 of
Subcatchment PRE: PRE-DA Runoff Area=0.590 ac Runoff Depth=4.70"
Tc=5.0 min CN=82 Runoff=3.00 cfs 0.231 of
Pond 3P: INFILTRATION AREA Peak Elev=64.43' Storage=5,014 cf Inflow=3.37 cfs 0.270 of
Discarded=0.27 cfs 0.270 of Secondary=0.00 cfs 0.000 of Oufflow=0.27 cfs 0.270 of

H:\PROJECTS\2011\11070 FASTENAL\11070 CALCS\
11070 STM Calcs Type 111 24-hr 10-yr Rainfall=6.77"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 sin 000479 © 2005 HvdroCAD Software Solutions LLC 10/13/2011
Subcatchment PRE: PRE-DA
Runoff = 3.00 cfs @ 12.09 hrs, Volume= 0.231 af, Depth= 4.70"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-26.00 hrs, dt= 0.10 hrs
Type III 24-hr 10-yr Rainfall=6.77
Area (ac) CN Description
0.590 82 Woods/grass comb., Poor, HSG C
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment PRE: PRE-DA
Hydrograph
— RunoH
Type III 24-hr 10-yr
Rainfall=6.77"
Runoff Area=0.590 ac
Runoff Volume=0.231 of
Runoff Depth=4.70"
Tc=5.0 min
CN=82
,...., I ..,...
A d fi fi ] R A 10 11 19 �3 td 5 1R 17 1R 1A 9n 91 99 93 9d 95
Time (houm)

H:\PROJECTS\2011\11070 FASTENAL\11070 CALCS\
11070 STM Calcs
Prepared by Norris & Tunstall Consulting Engineers
HvdmCAD® 7.10 s/n 000479 © 2005 HvdroCAD Software
Type 111 24-hr 10-yr Rainfall=6.77"
Subcatchment .POST:.POST-DA
Runoff = 3.37 cfs @ 12.09 hrs, Volume= 0.270 af, Depth= 5.48"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-26.00 hrs, dt= 0.10 his
Type III 24-hr 10-yr Rainfall=6.77"
Area (ac) CN Description
0.230 74 >75% Grass cover, Good, HSG C
0.360 98 Paved parking & roofs
0.590 89 Weighted Average
Tc Length Slope Velocity Capacity Description
5.0 Direct Entry,
Subcatchment .POST:.POST-DA
Hydrograph
— RunoN
Type III 24-hr 10-yr
Rainfall=6.77"
Runoff Area=0.590 ac
Runoff Volume=0.270 of
Runoff Depth=5.48"
Tc=5.0 min
CN=89
1 12 13 14 15 18 17 18 19 20
rime (houm)

H:\PROJECTS\2011\11070 FASTENAL\11070 CALCS\
11070 STM Calcs Type 111 24-hr 10-yr Rainfall=6.77"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 sln 000479 © 2005 HvdroCAD Software Solutions LLC 10/13/2011
Pond 3P: INFILTRATION AREA
Inflow Area =
0.590 ac,
Inflow Depth = 5.48" for
10-yr event
Inflow =
3.37 cfs @
12.09 hrs, Volume=
0.270 of
Outflow =
0.27 cfs @
13.22 hrs, Volume=
0.270 af, Atten= 92%, Lag= 68.3 min
Discarded =
0.27 cfs @
13.22 hrs, Volume=
0.270 of
Secondary =
0.00 cfs @
0.00 hrs, Volume=
0.000 of
Routing by Stor-Ind method, Time Span= 0.00-26.00 hrs, dt= 0.10 hrs
Peak Elev= 64.43' @ 13.22 hrs Surf.Area= 4,646 sf Storage= 5,014 cf
Plug -Flow detention time= 169.9 min calculated for 0.270 of (100% of inflow)
Center -of -Mass det. time= 169.7 min ( 953.0 - 783.3 )
Volume
Invert Avail.Storage Storage
Description
#1
63.15'
7,857 cf INFILTRATION AREA (Prismatic) Listed below (Recalc)
Elevation
Surf.Area
Inc.Store
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
63.15
3,210
0
0
64.00
4,150
3,128
3,128
65.00
5,307
4,729
7,857
Device Routing Invert Outlet Devices
#1 Discarded 0.00' 2.500 Inlhr Exfiltration over Surface area
#2 Secondary 64.50' 10.0' long x 33.0' breadth EMG. SPILLWAY
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
Qiscarded OutFlow Max=0.27 cfs @ 13.22 hrs HW=64.43' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.27 cfs)
Secondary OutFlow, Max=0.00 cfs @ 0.00 hrs HW=63.15' (Free Discharge)
t2=EMG. SPILLWAY ( Controls 0.00 cfs)

HAPROJECTS\201 1\1 1070 FASTENAL\11070 CALM
11070 STM Calcs
Prepared by Norris & Tunstall Consulting Engineer
HvdroCAD® 7.10 s/n 000479 © 2005 HvdroCAD Software
m
d
0
a
m
W
Type 111 24-hr 10-yr Rainfall=6.77"
Pond 3P: INFILTRATION AREA
Hydrograph
Inflow Area=0.590 ac
Peak Elev=64.43'
Storage=5,014 cf
Time (hours(
Pond 3P: INFILTRATION AREA
Stage -Discharge
65
�MG�SP.lI;l�WO�J
64-
4---
IEzfiltration,
0 1 2 3 4 5 6 7 8 9
Discharge Ids)
— Inflow
— Outflow
— Discarded
— Secondary
— Total
— Discarded
— Secondary

H:\PROJECTS\2011\11070 FASTENAL\11070 CALM
11070 STM Calcs Type /// 24-hr 10-yr Rainfall=6.77"
Prepared by Norris & Tunstall Consulting Engineers
HydroCAD® 7.10 s/n 000479 © 2005 HydroCAD Software Solutions LLC 10/13/2011
Hydrograph for Pond 3P: INFILTRATION AREA
Time
Inflow
Storage
Elevation
Outflow
Discarded
Secondary
(hours)
(cfs)
(cubic -feet)
(feet)
(cfs)
(cfs)
(cfs)
0.00
0.00
0
63.15
0.00
0.00
0.00
1.00
0.00
0
63.15
0.00
0.00
0.00
2.00
0.00
0
63.15
0.00
0.00
0.00
3.00
0.00
0
63.15
0.00
0.00
0.00
4.00
0.00
1
63.15
0.00
0.00
0.00
5.00
0.01
3
63.15
0.01
0.01
0.00
6.00
0.02
6
63.15
0.02
0.02
0.00
7.00
0.03
10
63.15
0.03
0.03
0.00
8.00
0.05
16
63.15
0.05
0.05
0.00
9.00
0.09
27
63.16
0.08
0.08
0.00
10.00
0.13
42
63.16
0.13
0.13
0.00
11.00
0.22
84
63.18
0.19
0.19
0.00
12.00
2.64
1,799
63.66
0.22
0.22
0.00
13.00
0.31
5,002
64.43
0.27
0.27
0.00
14.00
0.20
4,915
64.41
0.27
0.27
0.00
15.00
0.15
4,579
64.33
0.26
0.26
0.00
16.00
0.10
4,104
64.23
0.26
0.26
0.00
17.00
0.08
3,536
64.10
0.25
0.25
0.00
18.00
0.06
2,931
63.95
0.24
0.24
0.00
19.00
0.06
2.312
63.80
0.23
0.23
0.00
20.00
0.05
1,707
63.64
0.22
0.22
0.00
21.00
0.05
1,121
63.48
0.21
0.21
0.00
22.00
0.04
555
63.32
0.20
0.20
0.00
23.00
0.04
29
63.16
0.09
0.09
0.00
24.00
0.03
11
63.15
0.03
0.03
0.00
25.00
0.00
0
63.15
0.00
0.0
0.00
26.00
0.00
0
63.15
0.00
0.00
0.00
11WO W'- q6 DISC fc
= 224:3D tkts.

H:\PROJECTS\2011\11070 FASTENAL\11070 CALCS\
11070 STM Calcs Type /// 24-hr 10-yr Rainfall=6.77"
Prepared by Norris & Tunstall Consulting Engineers
HvdroCAD® 7.10 s/n 000479 © 2005 HVdroCAD Software Solutions LLC 10/13/2011
Stage -Area -Storage for Pond 3P: INFILTRATION AREA
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
63.15
3,210
0
63.17
3.232
64
63.19
3,254
129
63.21
3,276
195
63.23
3,298
260
63.25
3,321
327
63.27
3,343
393
63.29
3,365
460
63.31
3,387
528
63.33
3,409
596
63.35
3,431
664
63.37
3,453
733
63.39
3,475
802
63.41
3,498
872
63.43
3,520
942
63.45
3,542
1,013
63.47
3,564
1,084
63.49
3,586
1,155
63.51
3,608
1,227
63.53
3,630
1,300
63.55
3,652
1.372
63.57
3,674
1,446
63.59
3,697
1,519
63.61
3,719
1,594
63.63
3,741
1,668
63.65
3,763
1,743
63.67
3,785
1,819
63.69
3,807
1,895
63.71
3,829
1,971
63.73
3,851
2,048
63.75
3,874
2,125
63.77
3,896
2,203
63.79
3,918
2,281
63.81
3,940
2,359
63.83
3,962
2,438
63.85
3,984
2,518
63.87
4,006
2,598
63.89
4,028
2,678
63.91
4,050
2,759
63.93
4,073
2,840
63.95
4,095
2,922
63.97
4.117
3,004
63.99
4,139
3,087
64.01
4,162
3,170
64.03
4,185
3,253
64.05
4,208
3,337
64.07
4,231
3,421
64.09
4,254
3,506
64.11
4,277
3,591
64.13
4,300
3,677
64.15
4,324
3,764
Elevation
Surface
Storage
(feet)
(sq-ft)
(cubic -feet)
64.17
4,347
3,850
64.19
4,370
3,937
64.21
4,393
4,025
64.23
4,416
4,113
64.25
4,439
4,202
64.27
4,462
4,291
64.29
4,486
4,380
64.31
4,509
4,470
64.33
4.532
4,560
64.35
4,555
4,651
64.37
4,578
4,743
64.39
4,601
4,834
64.41
4,624
4,927
64.43
4,648
5,019
64.45
4,671
5,113
64.47
4,694
5,206
64.49
4,717
5.300
64.51
4,740
5,395
64.53
4,763
5,490
64.55
4,786
5,585
64.57
4,809
5,681
64.59
4,833
5,778
64.61
4,856
5,875
64.63
4,879
5.972
64.65
4,902
6,070
64.67
4,925
6,168
64.69
4,948
6,267
64.71
4,971
6,366
64.73
4,995
6,466
64.75
5,018
6,566
64.77
5,041
6,666
64.79
5,064
6,768
64.81
5,087
6,869
64.83
5,110
6,971
64.85
5,133
7,073
64.87
5,157
7,176
64.89
5,180
7,280
64.91
5,203
7,384
64.93
5,226
7,488
64.95
5,249
7,593
64.97
5,272
7,698
64.99
6,295
7,803

jDate
In
Norris &
P.C.
Wilmington, NC
Brunswick County, NC
Check Job lFor Job No.
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Swale #1
Worksheet for Triangular Channel
Project Description
Project File
\\tsclient\h\projects\201 1\1 1070 fastenal\11070 calcs\11070 sw.fm2
Worksheet
Swale #1
Flow Element
Triangular Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.003000 ft/ft
Left Side Slope 5.000000 H : V
Right Side Slope 5.000000 H : V
Discharge 0.49 cfs
Results
Depth
0.34
ft
Flow Area
0.59
ft'
Wetted Perimeter
3.51
ft
Top Width
3.44
ft
Critical Depth
0.23
ft
Critical Slope
0.027819
ft/ft
Velocity
0.83
ft/s
Velocity Head
0.01
ft
Specific Energy
0.35
ft
Froude Number
0.35
Flow is subcritical.
10/14/11 FlowMaster v5.13
11:53:07 AM Haesed Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Swale #2
Worksheet for Triangular Channel
Project Description
Project File
\\tsclient\h\projects\201 1\1 1070 fastenal\11070 calcs\11070 sw.fm2
Worksheet
Swale #2
Flow Element
Triangular Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient 0.030
Channel Slope 0.003000 ft/ft
Left Side Slope 5.000000 H : V
Right Side Slope 5.000000 H : V
Discharge 0.48 cfs
Results
Depth
0.34
ft
Flow Area
0.58
ft'
Wetted Perimeter
3.48
ft
Top Width
3.41
ft
Critical Depth
0.22
ft
Critical Slope
0.027895 ft/ft
Velocity
0.82
ft/s
Velocity Head
0.01
ft
Specific Energy
0.35
ft
Froude Number
0.35
Flow is subcritical.
10/14/11 FlowMaster v5.13
11:59:13 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

\ / '. n n
e
OCT a 8 �U11
LMG
LAND MANAGEMENT GROUP iw.
Environmental Consultants
September 30, 2011
Phil Norris
Norris & Tunstall Consulting Engineers, P.C.
1429 Ash Little River Road
Ash, NC 28420
Reference: Soil Assessment for Proposed Storm Water Proposal for Fastenal Site; 1980
Wood Treatment Road, Leland, NC
Dear Phil,
Land Management Group, Inc. evaluated the lot for the purpose of providing site
data to the engineer for his submittal of the proposed storm water retention plan for the
proposed residence. The purpose of the evaluation was to describe the soil profile,
quantify the depth to the seasonal high water table, estimate permeability and to inform
the project engineer of any potential limitations of this project within the proposed
stormwater retention areas.
The soils at this site are mapped as Leon in the Soil Survey of Brunswick County
(USDA, 1986). The soil boring is a Seagate soil type. The site plan, aerial and soil
boring location is shown in Appendix A and the soil profile description is shown in
Appendix 13.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. In the
same way, there can be modern drainage features such as canals or ditches that have
altered the hydrologic profile. Often, observed redoximorphic features are relicts of
previous hydrologic conditions but not current ones. The degree of expression is
evidence that SHWT occurs at 28" for the soil boring.
Soil permeability is estimated based on soil physical properties. The following
are estimates of the soils at each location. The soil boring has an estimated permeability
of 4 -6 inches per hour.
In summary, this site has one area that is proposed for stormwater system
placement. This areas has soils that have seasonal high water tables that are 28" from
the soil surface.
If the proposed Permanent Pool Elevation is more than 6" below the seasonal high
water table elevation, then additional testing and analysis may be required to quantify any
affect on adjacent wetlands, surface waters, and/or buffers where applicable. Please refer

to the NC DENR DWQ February 19, 2009 Memo Article 2 subsections a-d for further
guidance. Please do not hesitate to contact me if you have any questions with this report
or if you wish for LMG to perform any additional site specific studies in accordance with
the NC DENR DWQ guidance memo. If you have any questions about this report or
need any additional information I may be reached at 910-452-0001, 910-620-1137 or at
cturner04maroup.net .
Sincerely,
G. Craig Turner
Vice President
Land Management Group, Inc
11.0. Box 2522
Wilmington, NC 28402
910-452-0001: Office
910-452-0060: FAX
910-620-1137: Cell
cturner@ Imgroup.net
N.C. Licensed Soil Scientist, #1091
S.0 Certification
Number 57

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Chain -Link
Fastenal Site Plan Land Management Group, Inc.
Brunswick County, NC Environmental Consultants
03-11-1578/Stormwater Soils Repon.Wr Wilmington, N.C.
[e-mail] September, 2011
Soil Boring
Location
63

BORING C I
HORIZON:
DEPTH
COLOR
MOTTLES
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
COMMENTS
1
A
0-5
10Y 211 & 8/1
loamy fine sand
single -grained
non -sticky
non -plastic
1
E
5-12
10YR 811
loamy fine sand
single -grained
non-stick
non -plastic
Bh
14-22
10YR 311
loam fine sand
sin le rained
non -brittle
loose
Bw1
24-36
10YR 6/6
loam fine sand
single -grained
non-stick
non -plastic
Bw2
22-28
10 YR 7516
loam fine sand
single -grained
non-stick
non -plastic
Bw3
28-36
10YR 6/1
loam fine sand
single -grained
non-stick
non -plastic
B'hi
36-45
10YR 211
loam fnsand
sin le- rained
non-stick
non- lastic
FF
B'h2
45-54
10YR 2l1
sand
sin le- rained
non-stick
non- lastic
C
54-62
10YR 5/1
sand
sin le rained
non-stick
non -plastic
bore hole
terminated due to slough
Physical
Water: >44" on 9-29-2011
SHWi: >28"

Appendix C
Published Description and Chemical and Physical Properties
Of the Leon and Seagate Soil Series

LOCATION LEON EL+AL GA MD MS NC SC VA
Established Series
Rev. AGH, GWH, DL, JNS
03/2009
LEON SERIES
The Leon series consists of very deep, poorly and very poorly drained, moderately to
moderately slowly permeable soils on upland flats, depressions, stream terraces and tidal
areas. They formed in sandy marine sediments of the Atlantic and Gulf Coastal Plain.
Near the type location, the mean annual temperature is about 68 degrees F., and the mean
annual precipitation is about 65 inches. Slopes range from 0 to 5 percent.
TAXONOMIC CLASS: Sandy, siliceous, thermic Aerie Alaquods
TYPICAL PEDON: Leon sand --forested; slash pine, gallberry, wax myrtle, saw
palmetto, goldenrod, lyonia ligustrina, dog fennel, and lowbush blueberry. (Colors are for
moist soil)
A--O to 4 inches; 70 percent black (1 OYR 2/1) and 30 percent light gray (10YR 7/1) sand;
weak fine granular structure; very friable; many fine, medium, and large roots; many
clean sand grains give a salt -and -pepper appearance; very strongly acid; clear smooth
boundary. (2 to 9 inches thick)
Egl--4 to 10 inches; gray (10YR 6/1) sand; common medium faint very dark gray (10YR
3/1) streaks and splotches of organic matter accumulations deposited in former root
channels and krotovinas, ranging from about 20 percent in upper part to 0 percent in
lower part; single grain; loose; many fine, medium, and large roots; very strongly acid;
clear wavy boundary. (2-12 inches thick)
Eg2--10 to 15 inches; gray (IOYR 6/1) sand; 20 percent faint light gray (IOYR 7/1) oval
splotches of organic matter depletions; single grain; loose; few fine and medium roots;
very strongly acid; abrupt smooth boundary. (2 to 13 inches thick)
Bh1--15 to 18 inches; 50 percent dark brown (7.5YR 3/3) and 50 percent black (7.5YR
2.5/1) sand; weak medium and coarse subangular blocky structure; firm; common fine
and medium roots; many fine and medium pores; more than 95 percent of sand grains
have organic coatings; extremely acid; clear smooth boundary.
Bh2--18 to 22 inches; dark brown (7.5YR 3/4) sand; weak medium and coarse
subangular blocky structure; firm; few fine and medium roots; common fine and medium
pores; more than 95 percent of sand grains have organic coatings; extremely acid; clear
wavy boundary. (Combined thickness of the Bh horizons ranges from 4 to 35 inches)

Bw and Bh--22 to 25 inches; 80 percent (Bw) dark yellowish brown (1 OYR 4/4) and 20
percent (Bh) dark brown (10YR 3/3) sand; very weak medium and coarse subangular
blocky structure; very friable; common fine and medium pores; very strongly acid; clear
wavy boundary. (0 to 14 inches thick)
Eg and Bh--25 to 30 inches; 95 percent (Eg) weak red (2.5YR 5/2) and 5 percent (Bh)
dark brown (7.5YR 3/3) sand; single grain; loose; common fine and medium pores; very
strongly acid; diffuse irregular boundary. (0 to 10 inches thick)
E'g--30 to 42 inches; pinkish gray (7.5YR 7/2) sand; single grain; loose; very strongly
acid; clear wavy boundary. (0 to 36 inches thick)
B'h--42 to 77 inches; 50 percent very dark brown (1 OYR 2/2) and 50 percent dark
yellowish brown (1 OYR 3/4) sand; weak medium and coarse subangular blocky structure;
friable; common fine and medium pores; very strongly acid; clear wavy boundary. (0 to
50 inches thick)
B'w and B'h--77 to 108 inches; 60 percent (Bw) brown (1 OYR 4/3), 40 percent Bh of
very dark brown (I OYR 2/2) and very dark grayish brown (I OYR 3/2) sand; very weak
medium and coarse subangular blocky structure; very friable; common fine and medium
pores; very strongly acid.
TYPE LOCATION: Bay County, Florida. USGS Panama City Beach topographic
quadrangle. Approximately 1.2 miles north of U.S. Highway 98, about 2.7 miles south of
West Bay in Panama City Beach, Florida. SW 1/4, Sec. 20; T. 3 S., R. 15 W. 30 degrees
12.0 minutes 19.9 seconds N.; 85 degrees 46.0 minutes 20.4 seconds W.
RANGE IN CHARACTERISTICS: The Bh horizon is within 30 inches of the soil
surface. Reaction ranges from extremely acid to slightly acid throughout. In tidal areas,
the soil reaction ranges from very strongly acid to moderately alkaline throughout.
The A or Ap horizon has hue of 7.5YR or 1 OYR, value of 2 to 4, and chroma of 1 or 2; or
is neutral with value of 2 to 4. When dry, this horizon has a salt -and -pepper appearance
due to mixing of organic matter and sand grains. A thin O horizon of muck is present in
some pedons. Texture is sand, fine sand, mucky fine sand, or mucky sand.
The E horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 3
to 4; or is neutral with value of 5 to 8. Streaks and splotches of organically enriched
material in shades of black to gray range from common to many. Texture is sand or fine
sand.
The Eg or E'g horizons, where present, have hue of 7.5YR to 2.5Y, value of 4 to 8, and
chroma of 1 or 2. Redoximorphic features of oval faint splotches (depletions) range from
none to many. Streaks and masses of organic matter accumulation (Bh material) in shades
of black to brown range from none to common. Texture is sand or fine sand.

A transitional horizon may be present between the lower E horizon and the Bhl horizon.
Where present, it has hue of 1 OYR, value of 2 to 4, and chroma of 1. Thickness ranges
from 0.5 to 2.0 inches. Texture is sand or fine sand.
The Bh horizon has hue of 5YR to 1 OYR, value of 2 or 4, and chroma of I to 4; or is
neutral with value of 2 to 4. This horizon burns white on ignition. Texture is sand, fine
sand, loamy sand or loamy fine sand.
The Bw horizon, where present, has hue of 5YR to 1 OYR, value of 2 or 4, and chroma of
3 to 4; or is neutral with value of 2 to 4. Streaks and masses of organic matter
accumulation (Bh material) in shades of black to brown range from none to common.
Texture is sand or fine sand.
B'h, B"h. B"'h horizons, where present, have similar colors and textures as the Bh horizon
but occurs below the BE, E', E" and E"' horizons.
The C horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 1
to 6. Texture is sand or fine sand.
COMPETING SERIES: The Talquin and Witherbee series are the only known series in
the same family. They are on similar to slightly higher positions. In addition, Talquin
soils have a spodic horizon less than 6 inches in thickness and the somewhat poorly
drained Witherbee soils have less than 0.06 organic carbon in the upper 12 inches of the
spodic horizon.
GEOGRAPHIC SETTING: Leon soils are on upland flats, depressions, stream terraces
and tidal marshes of the lower Atlantic and Gulf Coastal Plain. They formed in thick beds
of acid sandy marine sediments. The climate is humid subtropical. Slopes range from 0 to
5 percent. The average annual temperature ranges from 66 to 70 degrees F., and the
average annual precipitation ranges from 61 to 69 inches at the sample location.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Chipley, Foxworth,
Hurricane, Kershaw, Lakeland, Lynn Haven, Mascotte, Olustee, Ortega, Osier, Plummer,
Portsmouth, Pottsburg, Rid eg land, Scranton, and Wesconnetl series. Chipley, Foxworth,
Kershaw, Lakeland, and Ortega soils are on higher positions and lack spodic horizons. In
addition, Chipley soils are somewhat poorly drained, Foxworth soils are moderately well
drained to excessively drained, Kershaw and Lakeland soils are excessively drained, and
Ortega soils are moderately well drained. Hurricane and Pottsburg soils have a spodic
horizon at depths greater than 50 inches. In addition, Hurricane soils are somewhat
poorly drained and on higher positions and Pottsburg soils are somewhat poorly to poorly
drained and on similar to slightly higher positions. Lynn Haven soils are on similar
positions but have an umbric epipedon. Mascotte and Olustee soils are on similar
positions but are underlain by argillic horizons under the Bh horizon. Osier soils are on
flood plains and lack spodic horizons. Plummer soils are on similar to lower positions
and are grossarenic. The very poorly drained Portsmouth is on lower positions and lack
spodic horizons. Ridgeland and Wesconnett soils and lack E horizons between the A and

Bh horizons. In addition, Ridgeland soils are on slightly higher positions and are
somewhat poorly drained while Wesconnett soils are in lower depressional areas and are
very poorly drained. The poorly drained Scranton soils are on similar to slighter higher
positions and lack spodic horizons.
DRAINAGE AND PERMEABILITY: Poorly drained and very poorly drained;
moderate to moderately rapid permeability in the Bh horizons, moderate to moderately
slow permeability in the Bh horizons, and rapidly permeable in the other layers.
USE AND VEGETATION: Most areas of Leon soils are used for forestry, rangeland
and pasture. Areas with adequate water control are used for cropland and vegetables. The
natural vegetation consists of longleaf pine, slash pine, water oak, myrtle, with a thick
undergrowth of sawpalmetto, running oak, fetterbush and other lyionia, inkberry
(gallberry), chalky bluestem, creeping bluestem and pineland threeawn (wiregrass). In
depressions, the vegetation is dominated by brackenfern, smooth sumac and swamp
cyrilla are common. Vegetation in the tidal marshes includes bushy seaoxeye, marshhay
cordgrass, seashore saltgrass, batis, and smooth cordgrass.
DISTRIBUTION AND EXTENT: The Atlantic and Gulf Coastal Plain from
Mississippi, Alabama, Florida, Georgia, South Carolina, North Carolina, Virginia and
Maryland. The series is of large extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Auburn,
Alabama.
SERIES ESTABLISHED: Leon County, Florida; 1905.
REMARKS: Diagnostic horizons and features recognized in this pedon:
Ochric epipedon - the zone from 0 to 15 inches (A, E and Eg horizons).
Albic horizons - the zones from 4 to 15 inches (E and Eg horizons) and from 30 to 42
inches (E'g horizon).
Spodic horizon within 30 inches - the zones from 15 to 22 inches (Bh] and Bh2 horizons)
and from 42 inches to 77 inches (B'h horizon).
Aquic conditions - endosaturation throughout.
The water table is at depths of 6 to 18 inches for 1 to 4 months during most years. In low
flats or sloughs it is at a depth of 0 to 6 for periods of more than 3 weeks during most
years. It is between depths of 18 and 36 inches for 2 to 10 months during most years. It is
below 60 inches during the dry periods of most years. Depressional areas are covered
with standing water for periods of 6 months or more in most years.

ADDITIONAL DATA: IFAS Soil Characterization Data: S2-1-(1-9), S2-2-(1-8), S3-3-
(1-5), S4-8-(1-9), S10-12-(1-7) S12-17-(1-7), S16-9-(1-7), S19-6-(1-5), S33-24-(1-7),
S37-28-(1-8), S45-27-(1-7), S46-2-(1-6), S57-46-(1-6), S66-24-(1-8); samples by IFAS,
University of Florida, Gainesville, FL.
NSSL Soil Characterization Data: S08FL-005-1 (1-10); sample by NSSL, Lincoln, NE.
Soil Name Slope Airtemp FrFr/Seas Precip Elevation
LEON 0-5% 65-70F 230-310 60-69 in 8-135 ft
FloodL FloodFl Water table Kind Months Bedrock
F10051 NONE 0.5-1.5 APPARENT MAR-SEP 60-60
FL0093 NONE 0 - 0.5 APPARENT FEB-SEP 60-60
FL0406 RARE COMMON 0 - 1.0 APPARENT MAR-SEP 60-60
FL0501 NONE - APPARENT - 60-60
FL0508 FREQ 0 - 0.5 APPARENT JAN-DEC 60-60
Depth Texture 3-Inch No-10 Clay% -CEC-
FL0051 0- 3 S FS 0- 0 100-100 1- 5 2 - 12
FL0051 3-15 S FS 0- 0 100-100 0- 3 .3- 1
FL0051 15-30 S FS LS 0- 0 100-100 2- 8 8 - 30
FL0051 30-66 S FS 0- 0 100-100 1- 4.5- 3
FL0051 66-80 0- 0 100-100 2- 8 8 - 30
FL0093 0- 4 MK-S MK-FS 0- 0 100-100 1- 6 12 - 30
FL0093 0- 4 S FS 0- 0 100-100 1- 5 2 - 12
FL0093 4-16 S FS 0- 0 100-100 0- 3 .3- 1
FL0093 16-25 S FS LS 0- 0 100-100 2- 8 8 - 30
FL0093 25-80 S FS 0- 0 100-100 1- 4.5- 3
FL0406 0- 3 FS S 0- 0 100-100 1- 5 2 - 12
FL0406 0- 3 MK-FS MK-S 0- 0 100-100 1- 6 12 - 30
FL0406 3-15 FS S 0- 0 100-100 0- 3 .3-1
PL0406 15-23 FS S LS 0- 0 100-100 2- 8 8 - 30
FL0406 23-80 FS S 0- 0 100-100 1- 4 .5-3
Depth "Texture 3-Inch No-10 Clay% CEC
FL0501 0- 3 MUCK 0- 0 90-200 --- ---
FL0501 3-17 S FS 0- 0 100-100 0- 3 .3- 2
FL0501 17-80 S FS LFS 0- 0 100-100 2- 8 8.0- 30
FL0508 0-26 S FS 0- 0 100-100 1- 3 1.0- 12
FL0508 26-40 S FS 0- 0 100-100 2- 8 12 - 30
FL0508 40-80 S FS 0- 0 100-100 2-10 .5- 3

S0I-5 Depth pFl O.M. Salin Permeab Shnk-Swll
FL0051 0- 3 3.6- 6.5 0.5-4.0 0- 2 6.0-20 LOW
FL0051 3-15 3.6- 6.5 0.0-0.5 0- 2 6.0-20 LOW
FL0051 15-30 3.6- 6.5 2.0-4.0 0- 2 0.6- 6.0 LOW
FL0051 30-66 3.6- 6.5 0.0-0.5 0- 2 2.0-20 LOW
FL0051 66-80 3.6- 6.5 1.0-3.0 0- 2 0.2- 2.0 LOW
FL0093 0- 4 3.6- 6.5 10-20 0- 2 6.0- 20 LOW
F1,0093 0- 4 3.6- 6.5 2.-5.0- 2 6.0- 20 LOW
171.0093 4-16 3.6- 6.5 0.- .5 0- 2 6.0- 20 LOW
171,0093 16-25 3.6- 6.5 L-4.0- 2 0.6- 6.0 LOW
FL0093 25-80 3.6- 6.5 0.- .5 0- 2 2.0- 20 LOW
FL0406 0- 3 3.6- 5.5 0.5-4.0- 2 6.0- 20 LOW
FL0406 0- 3 3.6- 5.5 10-20 0- 2 6.0- 20 LOW
FL0406 3-15 3.6- 5.5 0.- .5 0- 2 6.0- 20 LOW
FL0406 15-23 3.6- 5.5 L-4. 0- 2 0.6- 6.0 LOW
FL0406 23-80 3.6- 5.5 0,5 0- 2 0.6- 20 LOW
FL0501 0- 3 3.6- 5.5 20-80 0- 2 6.0- 20 LOW
FL0501 3-17 3.6- 5.5 0.-.5 0- 2 6.0- 20 LOW
FL0501 17-80 3.6- 5.5 1.-4.0- 2 0.6- 6.0 LOW
FL0508 0-26 4.5- 8.4 L-3. 8-16 2.0- 6.0 LOW
FL0508 26-40 4.5- 8.4 L-4. 8-16 0.6- 6.0 LOW
FL0508 40-80 4.5- 8.4 0.-.5 2- 8 0.6- 6.0 LOW
National Cooperative Soil Survey
U.S.A.

LOCATION SEAGATE NC+SC VA
Established Series
RAG/Rev. JAK
02/2008
SEAGATE SERIES
MLRA(s): 153A-Atlantic Coast Flatwoods, 153B-Tidewater Area
Depth Class: Very deep
Drainage Class (Agricultural): Moderately well drained or somewhat poorly drained
Internal Free Water Occurrence: Moderately deep, persistent
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
Slowest Saturated Hydraulic Conductivity: Moderately high (4.23 to 10.00 micrometers
persecond)
Landscape: Lower Coastal plain
Landform: Marine terraces, flats, flatwoods
Geomorphic Component: Talfs and dips
Hillslope Profile Position: Not assigned
Parent Material: Sandy and loamy marine deposits
Slope: 0 to 3 percent
Elevation (type location): 7.6 meters (about 25 feet)
Frost Free Period (type location): 217 days
Mean Annual Air Temperature (type location): 17.2 degrees C. (about 63 degrees F.)
Mean Annual Precipitation (type location): 1350 millimeters (about 53 inches)
TAXONOMIC CLASS: Sandy over loamy, siliceous, active, thermic Typic
Haplohumods
TYPICAL PEDON: Seagate fine sand, cultivated. (Colors are for moist soil unless
otherwise stated.)
Ap--O to 20 centimeters (about 0 to 8 inches); dark gray (IOYR 4/1) fine sand; single
grained; loose; many fine roots; many clean sand grains; slightly acid; abrupt smooth
boundary. (8 to 20 centimeters thick, about 3 to 8 inches thick)
E--20 to 30 centimeters (about 8 to 12 inches); light gray (IOYR 7/1) fine sand; single
grained; loose; few medium roots; moderately acid; clear wavy boundary. (0 to 30
centimeters thick, about 0 to 12 inches)
Bh--30 to 58 centimeters (about 12 to 23 inches); dark brown (7.5YR 3/2) fine sand;
massive; friable; many weakly cemented nodules; many sand grains coated with organic
matter; few clean sand grains; strongly acid; abrupt irregular boundary. (5 to 65
centimeters thick, about 2 to 25 inches)

BF--58 to 71 centimeters (about 23 to 28 inches); brown (I OYR 5/3) fine sand; single
grained; loose; few fine weakly cemented concretions; many sand grains coated with
organic matter; common clean sand grains; strongly acid; clear wavy boundary. (0 to 25
centimeters thick, about 0 to I Oinches)
E1--71 to 91 centimeters (about 28 to 36 inches); light gray (1 OYR 7/2) fine sand; single
grained; loose; few fine and medium brown (I OYR 5/3) concretions; moderately acid;
clear smooth boundary. (0 to 25 centimeters thick, about 0 to 10 inches)
Bt--91 to 102 centimeters (about 36 to 40 inches); brownish yellow (1 OYR 6/6) sandy
loam; weak medium subangular blocky structure; friable; many medium distinct light
gray (I OYR 7/2) iron depletions; sand grains are coated and bridged with clay; few faint
discontinuous clay films on faces of peds; strongly acid; clear wavy boundary (0 to 20
centimeters thick, about 0 to 8 inches)
Btg--102 to 200 centimeters (about 40 to 78 inches); light gray (10YR 7/1) clay loam;
weak medium subangular blocky structure; firm; plastic; sticky; very strongly acid. (12 to
100 centimeters thick, about 5 to 40 inches)
TYPE LOCATION: New Hanover County, North Carolina; 0.4 mile north of junction
of North Carolina Highway 132 and U.S. Highway 421, 300 yards west of U.S. Highway
421, 20 feet north of field road; USGS Wilmington, NC topographic quadrangle; lat. 34
degrees 08 minutes 33 seconds N. and long. 77 degrees 53 minutes 50 seconds W., NAD
83.
RANGE IN CHARACTERISTICS:
Depth to top of spodic horizon: 25 to 50 centimeters (about 10 to 20 inches)
Depth to loamy horizons: Greater than 50 centimeters (about 20 inches)
Depth to bedrock: Greater than 200 centimeters (about 78 inches)
Depth to seasonal high water table: 50 to 75 centimeters (about 20 to 30 inches),
November to April (originally, 1.5 to 2.5 feet)
Thickness of the A and B horizons: 90 to more than 150 centimeters (about 36 to more
than 60 inches)
(Effective) Cation Exchange Capacity: 1 to 5 milliequivalents per 100 grams of soil in the
A horizon; 1 to 2 in E horizon; 2 to 7 in the Bh horizon, and 4 to 8 in the Bt horizon
Shrink -swell potential: Low
Organic matter content: 0.0 to 0.5 percent in the A and E horizon; 0.5 to 2.0 in the Bh
horizon; and 0.0 to 0.2 in the Bt and C horizon
Soil Reaction: Extremely acid (3.5) to moderately acid (6.0), unless limed
Other Soil Features: The Bh horizon contains 0 to 50 percent, by volume extremely
weakly to moderately cemented nodules
RANGE OF INDIVIDUAL HORIZONS:
Ap or A horizon:
Color --hue of 10YR or 2.5Y, value of 3 to 6, chroma of 1 to 3

Texture --sand or fine sand
Clay content: 0 to 3 percent
E horizon (where present):
Color --hue of 1 OYR to 5Y, value of 5 to 8, and chroma of 1 to 3, or is neutral with value
of5to8
Texture --sand or fine sand
Clay content: 0 to 3 percent
Bh horizon:
Color --hue of 5YR to 1 OYR, value of 2 to 5, chroma of 1 to 4
Texture --sand, fine sand, or loamy fine sand
Special Features --This horizon is friable to firm, most sand grains are coated with organic
materials; clean sand grains range from few to common.
Clay content: 1 to 5 percent
E' horizon (where present):
Color --hue of l OYR or 2.5Y, value of 5 to 7, chroma of 1 to 4
Texture --sand or fine sand
Redoximorphic features (where present) --iron depletions in shades of brown, yellow, or
gray and masses of oxidized iron in shades of red, yellow, or brown
Clay content: 1 to 3 percent
Bt horizon (where present):
Color --hue of 1 OYR or 2.5Y, value of 5 to 7, chroma of 3 to 8
Texture --sandy loam or sandy clay loam
Redoximorphic features (where present) --iron depletions in shades of brown, yellow, or
gray and masses of oxidized iron in shades of red, yellow, or brown
Clay content: 10 to 35 percent
Btg horizon:
Color --hue of 1 OYR to 5Y, value of 5 to 7, and chroma of 1 or 2, or is neutral with value
of4to8
Texture --sandy clay loam or clay loam
Clay content: 10 to 35 percent
Redoximorphic features (where present) --iron depletions in shades of brown, yellow, or
gray and masses of oxidized iron in shades of red, yellow, or brown
COMPETING SERIES: None
GEOGRAPHIC SETTING:
Landscape: Lower Coastal plain
Landform: Marine terraces, flats, flatwoods
Geomorphic Component: Talfs and dips
Hillslope Profile Position: Not assigned
Parent Material: Sandy and loamy marine deposits

Slope: 0 to 3 percent
Elevation (type location): 7.6 meters (about 25 feet)
Frost Free Period: 190 to 240 days
Mean Annual Air Temperature (type location): 14.4 to 18.3 degrees C. (about 58 to 65
degrees F.)
Mean Annual Precipitation (type location): 1015 to 1475 millimeters (about 40 to 58
inches)
GEOGRAPHICALLY ASSOCIATED SOILS:
13avmeade soils --do not have a continuous spodic horizon; on higher parts of the
landscape
Kureb soils --do not have a continuous spodic horizon and have less than 5 percent fines
to a depth of 2 meters; on higher parts of the landscape
Leon soils --are poorly or very poorly drained, on lower pans of the landscape
Lynn Haven soils --do not have an underlying argillic horizon and are poorer drained, on
lower parts of the landscape
Mascotte soils --are poorly or very poorly drained, on lower parts of the landscape
Murville soils --do not have an underlying argillic horizon and are very poorly drained, on
lower parts of the landscape
Olustee soils --are poorly drained, on lower parts of the landscape
Onslow soils --have thinner sandy surface layers
Ridgeland soils --do not have underlying loamy B horizons
L13 MR I .Tel 04"01] i 9P.7u7
Drainage Class (Agricultural): Moderately well drained or somewhat poorly drained
Internal Free Water Occurrence: Moderately deep, persistent
Flooding Frequency and Duration: None
Ponding Frequency and Duration: None
Slowest Saturated Hydraulic Conductivity: Moderately high (4.23 to 10.00 micrometers
per second)
USE AND VEGETATION:
Major uses: Woodland or urban development
Dominant vegetation: Where cultivated --corn, soybeans, peanuts, and blueberries Where
wooded --turkey oak, post oak, red oak, longleaf pine, and loblolly pine. Some native
understory plants are wax myrtle, pineland threeawn, bushy beard grass, little bluestem,
bitter gallberry, large gallberry, and dwarf huckleberry
DISTRIBUTION AND EXTENT:
Distribution: North Carolina and possibly South Carolina, Georgia, and Florida. Extent:
Moderate, about 15,000 acres.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: New Hanover County, North Carolina; 1974.

REMARKS: 08/1985. The classification of the Seagate series is revised to comply with
the addition of Cation -exchange activity classes in Soil Taxonomy.
02/2008. Seagate soils typically do not have sufficient organic carbon content in the
spodic horizon for classification in the Flumod suborder. Additional information is
needed to determine the correct taxonomic placement. The most likely classification is
Oxyayuic Alorthods; however, the Alorthods great group is being studied and major
revision is anticipated. Seagate soils will remain as historically classified until a future
investigation can be completed.
Diagnostic horizons and soil characteristics recognized in this pedon:
Ochric epipedon--the zone from the surface to a depth of 30 centimeters (Ap and E
horizons)
Albic horizon --the zone from 20 to 30 centimeters (E horizon)
Spodic horizon --the zone between depths of 30 and 58 centimeters (Bh horizon)
Argillic horizon --the zone between depths of 71 to 168 centimeters (Bt and Btg horizons)
Series control section --the zone from 0 to 200 centimeters
ADDITIONAL DATA: N.C. State University Soils Department Laboratory Data.
National Cooperative Soil Survey
U.S.A.

DIVISION OF WATER QUALITY S� g I DO (a
INFILTRATION SYSTEM INVESTIGATION
NT #11070
Complete and email this form to vincent.lewis cDncdenrgov. If there are more than 7 areas to be tested,
attach a second sheet.
Scheduled Site Visit Date: 6 `� Ol Time: /, 0a
Project Name: Fastenal Company Building County:_Brunswick
Street Address: Not Assigned
Directions from the nearest intersection of two major roads: From the intersection
of US 17 and US 745/76 West for 4.25 miles to the intersection of US 74/76 and Wood
Treatment Road (SR 1494). Site is on the east corner of
intersection
>1 acre being disturbed? ❑YES ®NO CAMA Major required? []YES ®NO
Consultant Name.,—J. Phillip Norris, P.E. Phone: [phone]
Consultant Firm Name: Norris & Tunstall Consulting Engineers, P.C.
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
b Proposed Bottom Elevation
c Difference a minus b
d Add 2 ft. Min. Bore Depth)
e Hardpan Depth?
Lt b
fl Infiltration Rate OK?
Approx. Elev. Of SHWT
h Max. lowest bottom elev.
Required Attachments:
1. Legible vicinity map.
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not Flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S:\WQS\STORMWATER\FORMS\infiltration site visit.for Revised 8.07

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RCnoltY—Register of We&
Inst 1297914' Rook 2266Pag 10/25/2005 12:04:4pm Rely d e 768 768 ..
5�3 oa�c oa$Fc aiaa
I , a" _LPG 601�� Igg-�o9 o5g8
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NO REVENUE STAMPS DUE
1.An .n A, J� Qn
Lots 35, 36, 49, �0751, 52, 53, and 54 of Brunswick Village I
cel lD Num i� 0aArFrl o9 OmAlbi9.
8Cr` y�� �v, p,8FCD1t OdB FCpoB
This instrument was prep by: Ric Oraws, Fsq.
NO TITLE EXAMINATION COMPLFTED
NORM CAROLINA GENERAL WARRANTY DEED
THIS DEED made this `µday of ftk)bs2 . 2005, by and between
GRANTOR
WILLARD J. SEGUIN, and wife
ROSE M. SEGUIN
122 CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
GRANTEE
SEGUIN FAMILY HOLDINGS, LLC
122 CASWELL BEACH ROAD
CASWELL BEACFI, NC-28465
� hIP �w u(
WITNESSETH, that the Grao r, far a va tee considerauo iY by the Grantee, the receipt of which is
hereby acknowledged, have bargained and sold, and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot, tract, or parcel of land situated in the city of Leland, Brunswick County,
North Carolina, and more particularly described as follows:
BEING ALL OF Lots 35, 36, 49, 50, 51, 52, 53, and 54 of Brunswick Village, as the same are shown and
described on a map recorded in Map Cabined, at Page 20, of the Brunswick County Registry, reference to which
is made for a more particular description MG�YQZo
p
Q
The property heremab&e describ %jiequired by Grantors by instrument recorded in Book 2059
Page 1143 of the Brunswick County Registry. A map showing the above described property is recorded in Plat Book
7, Page 20 of the Brunswick County Registry. ' OIAOC' O 10O (c 6 t0
aa. d— OagFG,o9� Co�c t—Qti--C—oJ042
C53\ � i 0�8C OoiB FGoil �

I1! 1'297974 gook 2266Page: 769
TO HAVE AND TO HOLD the aforesaid lot, tract, or parcel of land, and all privileges and appurtenances
thereto belonging to the said Grantee in fee simple; subject, however, to the exceptions, reservations and conditions
hereinabove referred to.
And the Grantor covenants with the Prantee, that Grantor is seized of said premises in fee and has the right
to convey in fee simple; that the title is rgdketable andVe+q,it; Iear of all encumbrances; and that Grantor will
warrant and defend the title against the la&Iclaidia, all persons h ilMo er except for the exceptions hereinafter
stated. Title to the property hereinahtie described i ect to the following exceptions:
1. 2005 real property ad valorem taxes.
2. Easements and rights of way of record.
3. Restrictive covenants of record.
4. Zoning ordinance, subdivision;regulations, and other land use regulations.
The designation Grantor and Grp'u@�st �ed hXe' s` k`Jgp4,v said parties, their heirs, successors, and
assigns, and shall include singular, pl4, masculin ,Urnin'nine or neuter �equired by context.
IN WITNESS WHEREOF, the said Grantor has hereunto his/her hand and seal the day and year first
above written.
I?AL r (SEAL)
WILLARD J. 'EGDI R E M. SE U
STATI7 017 NORTH CAROLINA �� � ?D
COUNfYOFNEWHANOVER 4
I, tTQmfi,,Qr M. 00Mgar& , a Notary Public for &5ttist6clr County, North Carolina,
do hereby certify that WILLARD J. SEGUIN and ROSE M. SEGUIN, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and official stamp q�seal this, da of
amber 12005.
(OFFICIAL SEAL)
Notary Pub t
My commission expires: R•l-ci1110 'OFFICIAL SEAL'
r Notary Puhka, North Carolina
County of& .. 8,k
Jannitar M. Donavant
my
CommisNnn Ea 'nf a/1/90/a
a v ftQjwz�D

Map Information
CD Name:
Map Name:
USGS Ref Code:
Mao Scale:
Map Type:
Vertical Datum:
Horizontal Datum:
Contour Interval:
Created/Printed:
Revised/Inspected:
Elevation:
Est. Mag. Decl.:
Latitude:
Longitude:
North Carolina, Coastal/Kitty Hawk/Cape Fear (NC4)
WINNABOW
34078-B1-TF-024
1 : 2 4 , 000
Topographic (Feet)
National Geodetic Vertical Datum 1929
North American 1927
5 feet
1990
None
39 feet
8.910 W (2010)
0340 14' 56.20" N
0780 03' 42.19" W

1
N-,
•
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Fastenal Site Plan Land Management Group, Inc.
Brunswick County, NC Environmental Consultants 2010 Aerial Photo
03-11-157S/Stormwater Sails Report cdWilmington, N.C.
[e-mail] September, 2011

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Lo - Leon fine sand 0 to 2 % slope
Fastenal Site Plan
Brunswick County, NC
03-11-157S /Siormwater Soils Report cdr
clumer@lmgroup net
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
September, 2011
Soil Survey
Brunswick County

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