SW8120507_HISTORICAL FILE_20120525

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 t 2 050-1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20,10525
YYYYMMDD

�r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
May 25, 2012
Greg Jordan, Vice President
Primax Construction, Inc.
293 Olmsted Boulevard, Suite 11
Pinehurst, NC 28374
Subject: State Stormwater Management Permit No. SW8120507
Advance Auto Parts
High Density Commercial Wet Detention Pond Project (Class SA waters)
Pender County
Dear Mr. Jordan:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete, Stormwater Management Permit Application for Advance Auto
Parts on May 24, 2012. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are
forwarding Permit No. SW8120507 dated May 25, 2012, 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 May 25, 2020, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the BMP's, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an adequate system for
operation and maintenance of the stormwater management system, to record deed restrictions, to certify the BMP's,
to transfer the permit, or to renew the permit, will result in future compliance problems.
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 150E of the North Carolina General Statutes, and must be filed with the OAH within thirty
(30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing
fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, at (910)
796-7215.
Sinc rely,
AC
SSA
�57 Ch s akild, P. E., Director
Division of Water Quality
GDS/csb: S:IWQS1StormwaterlPermits & Projects120121120507 HD12012 05 permit 120507
cc: Matt Lowder, P. E., Triangle Site Design
Fender County Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 NorthCarolina
Internet: wvrw.navaterquality,org Naturall
An Equal Opportunity, 1 Affirmative Action Employer oy

State Stormwater Management Systems
Permit No. SW8 120507
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT SA WATERS
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
Primax Construction Inc
Advance Auto Parts
US Highway 17 & Headwaters Drive, Hampstead, Pender County
FOR THE
construction, operation and maintenance of a wet detention pond discharging to Class
SA waters in compliance with the provisions of 15A NCAC 2H .1000 and Session Law
2008-211 (hereafter collectively referred to as the "stormwater rules') 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 May 25, 2020, 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 1.9 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 23,774 sf of impervious
area.
3. A 50' wide vegetative buffer must be provided adjacent to 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.
4. The overflow from the wet pond must flow overland through a level spreader and
50-foot vegetated filter strip designed to pass the peak flow from the 10 year
storm in a diffuse, non -erosive manner.
5. The drainage area will be limited to the amount of built -upon area indicated in
Sections 1.2 and 1.8 of this permit, and per approved plans.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 120507
6. 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 required easements.
7. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, 9cres:
0.80
Onsite, ft :
34,850
Offsite, ft2:
N/A
b.
Total Impervioul Surfaces, ft2:
23,774
Onsite, ft :
23,774
Offsite, ft2:
N/A
C.
Design Storm, inches:
3.7
d.
Average Pond Design Depth, feet:
3
e.
TSS removal efficiency:
90
f.
Permanent Pool Elevation, FMSL:
32
g.
Permanent Pool Surface Area, ft2:
2,945
h.
Permitted Storage Volume, ft3:
6,866
i.
Temporary Storage Elevation, FMSL:
33.6
j.
Pre-dev. 1 yr-24 hr. discharge rate, cfs:
0.03
k.
Controlling Orifice:
0.88" fd pipe
I.
Orifice flowrate, cfs:
0.02
M.
Permitted Forebay Volume, ft3:
1,340
n.
Fountain Horsepower
N/A
o.
Receiving Stream/River Basin:
UT to Mill Creek / Cape Fear
P.
Stream Index Number:
18-87-14
q.
Classification of Water Body:
"SA;HQW"
9. A secondary BMP in series with the wet pond must be provided to treat the
design storm discharged from the pond. The secondary BMP is Vegetated Filter
Strip with Level Spreader, and the following design criteria have been provided in
the secondary BMP and must be maintained at design condition:
a. Peak Discharge
Design Storm, cfs:
0.02
10-yr storm, cfs:
0.03
b. Vegetated Filter Strip:
Length, ft:
50
Width, ft:
10
Slope, %:
0.6
C. Level Spreader Length, ft:
10
It. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. If the permanent pool volume is less than 30,000 cubic feet, a decorative spray
fountain in not allowed in the stormwater treatment system. This stormwater
pond does not meet the minimum criteria to be allowed a spray fountain.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 120507
4. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, the permittee shall cause a
certification from an appropriate designer for the system installed to be
submitted, 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.
5. 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 re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
6. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
7. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any permitted BUA within the undeveloped future
areas shown on the approved plans.
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
11. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 120507
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
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 permittee or of the project, or a mailing address change, the
Frmittee must submit a completed and signed Name/Ownership Change Form
o the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Qualityy, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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.
5. In the event that the facilities fail to perform satisfactorily 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. Additional or replacement stormwater management systems shall
receive a permit from the Division prior to construction.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans, specifications, application forms, and design calculations for this
project are incorporated by reference and are enforceable parts of the permit.
10. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 25th day of May, 2012.
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 120507
Advance Auto Parts
Stormwater Permit No. SW8 120507
Pender 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 specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 120507
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 outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes above permanent pool are grassed with permanent vegetation.
9. Vegetated slopes above permanent pool 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. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, a vegetated filter, level spreader and a secondary BMP.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Pender County Building Inspections
Page 7 of 7

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
• s-zz-za�z—
000, �� �Z
2D��D
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 Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may 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.):
Advance Auto Parts
2. Location of Project (street address):
US Highway 17 at Headwaters Drive
City:Hampstead County:Pender Zip:28443
3. Directions to project (from nearest major intersection):
The proyerty is located at the intersection of US Hwy 17 and Headwater Drive approximately 850' South from
the intersection of NC Hwy 210 and US Hwy 17.
4. Latitude:34* 21' 50" N Longitude:77 4T 46" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If 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):
❑CAMA Major ®Sedimentation/Erosion Control: 1.8 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts 0.09ac
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:USACOE Nationwide Permit 39
MAY 2 2 2012
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. 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 proiect):
Applicant/Organization:Primax Construction, Inc.
Signing Official & Title:Greg Jordan - Vice-Preiden
b. Contact information for person listed in item 1a above:
Street Address:293 Olmsted Boulevard, Suite 11
City:Pinehurst State:NC Zip:283A
Mailing Address (if applicable):
Phone: (803 ) 361-6718
Email:collins®hartzogholdings.com
State:
Fax: (910 ) 215-4591
c. Please check the appropriate box. The applicant listed 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/Organization:Lanwillo Development Co.
Signing Official & Title:Lonnie Williams
b. Contact information for person listed in item 2a above:
Street Address:PO Box 2088
City: W ilmington
Mailing Address (if applicable):
City:
Phone: ( )
Email:lbw®mwglaw.com
State:NC Zip:28402
Fax: (910 ) 343-8604
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project.
Other Contact Person/Organization:Collins Hartzog
Signing Official & Title:Hampstead 2012, LLC
b. Contact information for person listed in item 3a above:
Mailing Address:109 Still Wild Lane
City:El¢in State:SC Zip:29045
Phone: (803 ) 361-6718 Fax: ( )
Email:[e-mail]
4. Local jurisdiction for building permits: Fender County
Point of Contact:Kyle Breuer Phone #: (910 ) 259-120 r2 R a r-1
CJl1J'
MAY 2 2 2b12
BY:�__
Form SWU-101 Version 07Jun2010 Page 2 of

IV. PROJECT INFORMATION
1. - In the space provided below, briefly summarize how the stormwater runoff will be treated.
The site is within 1/2 mile of SA waters - stormwater will be treated within a wet detention pond
designed for 90% TSS removal. Secondary treatement will be provided with a level spreader and
veeetated filter stri
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 II - Post Construction
3. Stormwater runoff from this project drains to the Cave Fear River basin.
4. Total Property Area:1.342 acres 5. Total Coastal Wetlands Area: 0.0 acres
6. Total Surface Water Area:.09 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area+:1.252 acres
Total project area shall be calculated to exclude the following: the normal pool of imppou�nded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHW) line or Mean High Water
(MHK9 line, and coastal wetlands landward from the NHW (or MHIline. 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 = 43.6 %
9. How many drainage areas does the project have?1 (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
Drainalze Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT to Mill Creek
Stream Class *
SA; HQW
Stream Index Number *
18-87-14
Total Drainage Area (sf)
34850
On -site Drainage Area (so
34850
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
23,774
% Impervious Area** total
68.2
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
6,895
On -site Streets (so
0
On -site Parking (so
16,364
On -site Sidewalks (so
515
Other on -site (so
0
I ienr
1) n vm7 I
Future (so
0
Off -site (sf)
0
II3Y
Existing BUA*** (so
0
_
�-- —�
Total (sf):
23,774
» Stream Class and Index Number can be determined at: httn://portal.ricdenr.orgAvebhoq[ps/csu/classi cations
»* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, -etc.
»»* 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 BUA.
Form S WU-101 Version 071un2010 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DWQ Central Office staff to check if the 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 http://portal.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/maps.)
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.ncdennorg/web/wq/ws/so/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. %DEL
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants AM
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/Rages/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
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
receiving stream drains to class SA waters within t/z mile of the site boundary, include the r/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
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.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
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.
m. 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.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
AM -
mtC
msc
Form SWU-101 Version 071un2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify IZ1SG-
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 BMPs, 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].)
10. A copy of the most current property deed. Deed book: 53 Page No: 68 !N4
ll. For corporations and limited liability corporations (LLC): Provide documentation from the NC ✓N 9 G
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 2H.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.
ht!p://www.secretaEy.state.nc.us/CoKporations/CSearch.asp
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
http://portal.ncdenr.org/web/wg/ws/su/statesw/forms docs. 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.
VIII. 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:Matthew Lowder PE
Consulting Firm: Triangle Site Design, PLLC
Mailing Address:4006 Barrett Drive, Suite 203
City:Raleigh State:NC Zip:27609
Phone: [phone] Fax: ( 1
Email:[e-mail]
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) Lanurillo Development Co. certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) Greg fordan with (print or type name of organization listed in
Contact Information, item la) Primax Construction, Inc 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.
RECF,V�Ei,,D
MAY 2 2 2012
BY:
Form SWU-101 Version 07Jun2010 Page 5 of

As the legal property owner I 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 properly 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.
a Notary Public for the State of
Brunswick do hereby certify that
Lonnie B. Williams
Date: a 7—
NC County of
personally appeared
before me this 11 day of MaY 2012 . and acknowledge Zh ue execution of the application for
a stormwater permit. Witness my hand and official seal,
��O\E PETF9�°,.
m NOT4R1-
2 �`eLIG ci s
uun�
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires S-4V-1'WY
1, (print or type name of person listed in Contact Information, item la) Collins Hartzog
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 covenants will he recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. 11- Post Construction) or SL 2008-211.
Signature: Date:
1, a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
E
E
2

As the legal property owner I 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
Pease 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.
a Notary Public for the State of
do hereby certify that
before me this _ day of
Date:
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) G R L' u a o ed A .✓
certify that the information included on this permit application form is, to flipfbest of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
before me this
do hereby certify that
My commission
Date: s- Q,/— / 2
State of I I - Q_ , —County of
personally appeared
mpf the application for
Form SWU-101 Version 07Jun2010 Page 6 of

IIIIIIIIIIIIIIIIIIIIIIII Illilllllll Faya eachey PrevPROP
Pander County, NC Register of Deeds page 1 of 2
Faye Teachey Prevatte Register of Deeds
10-18-2012 14:45:56.001 Pander County, NC
NC REVENUE STAMP: $3302.00 (#47029)
NORTH CAROLINA SPECIAL WARRANTY DEED
L'xcise'rax: V+.
Parcel Identifier-N-o--1-282-86-3055-0000 Verified by Pender County on the _ day of October, 2012 By.
Mail/Box to: molt & Searcy, LLP,, Attu. Stephen D. Searcy, 3022 Millwood Avenue, Columbia, SC 29205
This instrument was prepared by: Lott & Searcy, LLP, Attn. Stephen D. Searcy, 3022 Millwood Avenue, Columbia, SC 29205
Brief description for the Index: Lot 1, Lanwillo Development Company
THIS DEED made this IfS day of October, 2012, by and between
Hampstead 2012, LLC,
a South Carolina limited liability company
109 Still Wild Lane
Elgin, SC 29045-8230
G RAN't-EE
CKI LLC,
a South Carolina limited liability company
6 Mackays Point VZ
Columbia, SC 29209
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation of partnership.
The designation Grantor and Grantee as used Herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
W ITNESSETFI, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
Topsail Township, Pender County, North Carolina and more particularly described as follows:
BEING all of Lot 1 of the property of Lanwillo Development Company (being part of a certain 12.3567 acre tract), as
said Lot 1 is shown on a map recorded in Map Book 53, Page fib, in the Pender County Registry, reference to which is
hereby made for a more particular description.
TOGETt1ER with the Septic Easement Agreement as recorded in Book 4084, Page 45, Pender County Registry, as
amended by that certain Amendment to Easement Agreement dated October 4, 2012 and recorded in Book 4 � at
Page h2, fender County Registry.
7'he property hereinabove described was acquired by Grantor by insh'unient recorded in Book 4084 page 38.
All or a portion of the properly herein conveyed _ includes or _X does not include the primary residence of a Grantor
A map showing the above described property is recorded in Plat Book 53 page 68.
NC BtuAssoeiation Fnnn No. 6 0 112010
Printed by Agreement with the NC Btu' Association

IIIIII II IIIIIII I IIII IIIIIII I IIIII I III 8aYeacche s D P� yeevattePROP
Pander County, NC Register of Deeds page 2 of 2
TO HAVE AND TO HOLD the atoresaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the following -
exceptions:
I . Ad valorem taxes for the year 2012 and subsequent years;
2. All applicable easements, including all easements shown on the above -referenced plat and all
utility easements and street rights -of -way of record;
3. All applicable restrictive covenants of record, including those set forth in Deed Book 4084 Page
39, Penner County Registry; and
4. Local, county, state, and federal government laws and regulations relative to zoning, subdivision,
occupancy, use, construction, and development of the subject property.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Hampstead 2012, LLC, a South Carolina limited liability company
By: Hartzog Holdings, LLC, a South
Carolina limited liability company
Its: Member
By:
Will Collins F artzog, sident
St te.ot South Carolina - County of Richland
' rr, [,the undersigned Notary Public of the County of Richland and State aforesaid, certify that Hampstead 2012, LLC, by Hartzog
"1
h�ql '.g./ 1 LG„its Sole Member, by Will Collins Hartzog, its President, personally appeared before me this day and acknowledged the
_ .,. due exeeunon4`of the foregoing instrument, and that by authority duly given and as the act of such entity, he signed the foregoing
-t
lhsr'ulylem Aits, name on its behalf as its act and deed. Witness my hand and Notarial stamp or al, this is day of October, 2012.
PUc,ColAnsslonExpires: ZCt -ZOZI i�lc;hnt�� H:it ,Notary Public
Notary's Printed or Typed Name
NCBar Assueialinn Form No 6 0 1112010
Primed by Agrccmenl %% th the INC Bar Associmiun

Fay. T.aeNsy Pr.v.tt. Register of Dead.
06-06-2012 16:20:16.000 P.rd.r County, NC
NC REVENUE STAMP: $1050.08 (1141322)
����������������������f B40Be..T.a-h-yj { Bit?�r
ARRANTY DEED
REVENUE STAMPS: t/ $1,050.00
TAX PARCEL NUMBltR --YZ82-86-3055-0000 (formerly part of 3282-85-7814-0000)
GRANTEE'S ADDRESS: Hampstead 2012, LLC
109 Still Wild Lane
Elgin, SC 29045-8230
PREPARED BY: ✓Ivl RSHALL, WILLIAMS & GORHAM, LLP
P. O. Drawer 2088, Wilmington, NC 28402
BRIEF DESCRIPTION: Lot 1, Lanwillo Development Company (Part of 12.3567 Ac. Tr.)
All or a portion of the property herein conveyed _ includes or X does not
include the primary residence of a Grantor.
STATE OF NORTH CAROLINA :
WARRANTY DEED
COUNTY OF PENDER
THIS DEED, made and entered into this 4th day of June, 2012, by and between
LANWH.LO DEVELOPMENT COMPANY (a North Carolina corporation), with an address of
P. O. Drawer 2088 Wilmington, NC 28402, hereinafter called GRANTOR, and HAMPSTEAD
2012, LLC (a South Carolina limited liability company), hereinafler called GRANTEE (the
designations Grantor and Grantee as used herein shall include said parties and their heirs, successors,
1
r7

�Pander Omty, NC Register , 4084vP0039vef oit�GOROF
and assigns, and shall include singular, plural, masculine, feminine, or neuter, as required by
context).
WITNESSETH:
The GRANTOR, for a valuable consideration paid by the GRANTEE, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell, and convey unto the
GRANTEE in fee simple, all that certain real property located in Topsail Township, Pender County,
North Carolina, and more particularly described as follows:
Being all of Lot I of the property of Lanwillo Development Company
(being part of a certain 12.3567 acre tmet), as said Lot I is shown on
a map recorded in Map Book 53, Page 68, in the Pender County
Registry, reference to which is hereby made for a more particular
description.
TO HAVE AND TO HOLD the above granted and described property, together with all
privileges, easements, tenements and appurtenances thereto belonging, to the GRANTEE in fee
simple.
And the GRANTOR covenants with the GRANTEE, that the GRANTOR is seized of the
premises in fee simple, has the right to convey the same in fee simple, that title is marketable and
free and clearofall encumbrances, and that GRANTOR will wan -ant and defend the title against the
lawful claims of all persons whomsoever, except for the exceptions hereinafter stated. Title to the
properly hereinabove described is subject to the following exceptions:
1. Ad valorem taxes for the year 2012 and subsequent years;
2. All applicable easements, including all easements shown on the above -
referenced plat and all utility easements and street rights -of -way of record;
3. All applicable restrictive covenants of record, including those set forth on
EXHIBIT A attached hereto and incorporated herein by this reference; and
4. Local, county, state, and federal government laws and regulations relative to
zoning, subdivision, occupancy, use, construction, and development of the
subject property.
IN TESTIMONY WHEREOF, the GRANTOR has caused this instrument to be signed in its
corporate name by its duly authorized officer by authority of its Board of Directors, the day and year
first above written.
LANWILLO DEVELOPMENT COMPANY
0

IIIII IN IIIIII I III Iy. II IijiIiIII l lllr P 8�,Pg P- �- s' o� p
TE OF NORTH CAROLINA
OF m nmovea
1, aillie Petersen , allotary Public of arunswlcl County, North Carolina,
certify that Lonnie B. Williams personally came before me this day and acknowledged that he is
sident of Lanwillo Development Company (a North Carolina corporation) and that he as
sident, being authorized to do so, executed the foregoing instrument on behalf of the corporation.
Witness my hand and official stamp or seal, this 4th day of June, 2012.
(NOTARY SEAL(
1 .O
fiPETEgi;!., gignature of Notary Public
,t%OTARy
OUB00 -
t19K CC\`t, '°",4
Billie Peterson
Printed or Typed Name of Notary Public
My Commission Expires: 8/29/2014

IIIIIIIIIIIIIIIIIIIIII III IIII IIIII III( De e�h;Pefavatle%P
XHIBIT
STRICTION
1. Declaration of Restrictive Covenants. That certain parcel of real property
conveyed by this Deed (the "Property") is and shall be subject to the restrictive covenants set
forth herein.
2. Uses. The Property may be used only for those certain Permitted Uses set forth
on the "Table of Permitted Uses" attached hereto as Exhibit "B", the same being incorporated
herein by this reference.
3. Subdivision. The Property shall not be subdivided without the prior written
consent of Lanwillo Development Company, which consent shall be in the sole discretion of
Lanwillo Development Company.
4. Le al Compliance. All construction, uses, and activities upon the Property shall
at all times comply with all applicable laws and regulations of all federal, state, county, and
municipal governments, specifically including all zoning regulations, building codes, and all
building setback requirements.
5. Violation. If any party shall violate any of the covenants set forth herein, it
shall be lawful for any other person or persons owning any other property situate in said
development to prosecute at law or in equity against the person or persons violating of
attempting to violate such covenants and to prevent such party or parties from so doing and/or
recover damages for such violation.
6. Invalidation. In the event that any one or more of these covenants shall be
declared invalid by any judgment or court order, such invalidation shall not affect the validity of
any of the other provisions, which shall remain in full force and effect.
xhibil A — Reslriciion
acI oft

IIIIIIII III IIIII I �II�IIIII II IIIrPM4ace?eonIer IIv. IIIT;a of 7
Mind Ir
Permlaed Liam at headMatere Lamer
TABIE OF PERMRTED USES
� LAW D.Pe"nrW w/ the Nsdsdr S.Spdal Use
ApprovA Requited SD4padal U. Appoolw
UncrtellonespecifilcueeType
Ute TW.
PD
fd
Of
RESDENTWL
SFD: Detabad{aaentional
P
SFD: Detached Zero lot tine
p
SFDAttarhsd: Duplex
P
ST1Attadad: Mddples
p
5FD-TowMuae (54 attached)
p
MWatamllylmrhdonhlMwrh/Warbahem)
P
Upper Story Residential
P
P
AC6SSORY USES AND STRUCTURES
Actssory Strhcl�pes
p
p
Cottage orppatiom
5
Home OoMpotlon
p
Agntounian Activities on active have:
D
Other Electric Power Deneramm
5
flextrk aWk Power Trammigiuh L rmtrd
s
s
NeMI Cm D4bWutlm Except Tm a mk$10n Unes
Water Supply Fadmes•
PM
Sewage Treatment FadDese
PM
•Cmnty Owned a county Sa Ace Det iet Provided
Sy amw p
0e°Type
PO
®
OI
S.mars 4444 RETAR TRADE
Motor Veaide rW Parts Dealers
P
Fumiaae and Nome FumishiM Stores
P
Ele�onta and Appllrxe Stores
p
P
Bulldrig Matadal, Dardea Equipment L Suppitm
Dealers
• Standards established by and
Approval Required from Pender
County zoning authority.
•- "PD" "GB" and "OI" being
Pender County Zoning Districts,
and any "Use Type" designated
with a "P" in a District shall
constitute a "Permitted Use" of the
property subject to compliance
with all applicable State, Federal
and local laws, regulations and
ordinances. Any "Use Type"
designated with a "D", "S" or "SO"
shall be a "Permitted Use" upon
compliance with any Use
Standards or Approval from
Pender Count zoning authorities,
as applicable.

85-65 i01]
��� ���� ���� ��� ��� �� Resister ���iI��F 8e41084 page Pof f'l� �P
Ext" $
ParWA Uses, m heedxa<sn Centm
Pond ad Beverage stores
P
P
Health and Persaal Care Stores
P
P
P
Gaidlr! senora
P
[loth aMtl Accessories stars
P
P
SporMGoads, Hobby, Book, and Mick Stares
P
P
mMellaneuc Stile RetalM
P
Non sloe ReIzam
p
LiWc%d Petmkim Gas Dealers
Irdenaban and Reel Bus Tralcportaen
Tvi awl Lknacha Servin
Support AdlvMes for Roed Transport don
Counters ad Mess %pn
P
tln Type
PO
GB
DI
Sector St INFORMATION
IMewetlon
P
P
Sector St FINANCE AND p6URAMD:
FltMnre and lrmaarwa
P
P
P
Sedor 53: REAL ESTATE AND RENTAL AND
LEASING
Rml Estata and Regal and LaasbV
P
p
p
Sector Se: PROFESSIONAL, SOENDFIE AND
TEOHNICALSERVIOiS
Pefessbnal,ScIentMr,&Technical Service
p
P
P
SaGv Sk BIANAGBNEMT OF COMPANIES AND
ENTERPIUM
Mahogwm of r Pedes MW Enteprom
P
P
P
Gil: F RICAT101&LLSFRVI ES
Educational Services
P
P
P
a-$,. Sd--k.0 pu &Marageoem
Trabarlp
P
P
Tadwdcal and Trade Sdeols
p
P
P
Other sdhoah ad Ietnaton
P
P
Swim &L• HEALTH CARE AND SOCIAL ASSISTANCE
M1bulalay Health Care S.
P
P
P
EattyC OU4)BWM Mental Health o d Substance
Abuse Cemers
s
Nospltab
P
P
P

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 84084vP9044P° z; DPP
Pander CeuntY. NC Re91ater of Deada pope 7 of 7
EYNbR I
PermMed tAses M headwaters Career
Facapt: Psyddatris and Sibslarm Abuse Husplbls S
Uae T,nm
PD
GB
01
Saemr 6t HEALTH CARE AND SDCIAL ASSWANCE
Nursing and Resklential Care Fadities
P
P
P
FareRt Residential Menial Retardatim Menial
iti
Health & Substarce Abuse Feci .
S
SDdel Assbturc
P
p
Voragorsal PAhablghtion Services
Sa<tu 7L AWTS, ENTERTAINMENT, AND
RECREATION
perldmitg Aria Canperees
Spectator Sports
I
Prmrutas of Pertnnnag Arts. Sports and Sander
Es is
t
Agents and Managers for Artists, Athletes,
Emerbiners are Other Public Figures
Museums, Hlsmrid Sites and Similar ItNONtiomp
Amusemem and Theme Part
S
S
Amsnanam Arude
p
Go" Copses are CamtryClubs
p
Rotess 6 Rerrea*uW Sports Carriers
p
v
p
BDwgng Career,
p
p
p
All Other Amusement&Ra vatlon industries
p
Aviaeon Clubs, RcreatiDul
p
Canoeing, Reaeatlorol
p
Fishing Clubs, Receetiml
p
Flyag Clubs, Repaatiornl
p
Guide Servicas (la. FlshM Hlmerrg, Tourist)
v
Hose Riding, Rm®Ibul
Sector 71 ACCDMMODAT1016 AND FOOD
RMCES
Hotels and Morris
p
D
D
Bed and Breakfast Isms
p
All Other Traveler Armmmadatlon
p
RV Peon NO Rec eaWrN Camps
Muorning and Bmrdm Houses
v
Fun servim Rest crams
P
I p
p

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
694
05.23 12:52
893438604
2
05.23 12:52
05.23 12:53
2
OK
*** SUCCESSFUL TX NOTICE
TIME :05-23-'12 12:53
FAX NO.1 :910-350-2018
NAME :DENR Wilmington
***
Srwre of North CaroOu�
i�e/re rimeut or 6nvtrogmwt mod Neturat amour'eer
Wgminptoo Rayta oal OQ{ee
Benrrfy a AeNr�. Gwaroor FAX COVER SflEHT lase FYsrmww, 9ecretrry
Phone: [phone]
Pax: .--57 SL3 — AGO Fax: C9101 350.�O(L4
l27 CeNin al Llrtvo Ettanainn. Wllm In pion. NC 28903 � (9�0) 796-Y213 � M Squnl OPPo rtn nity AiHr�n stirs Amlon A.mploYr/

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET
Date:
To:
Co:
Fax:
Re:
-Z3-Zo�z
LRLO bEVELOOmE ✓ %
�O✓���E �✓ ro �i9/L T 5
SG� S /zOSU
Dee Freeman, Secretary
No. Pages (excl. cover): /
From: Jo Casmer
Phone: [phone]
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] . An Equal Opportunity Affirmative Action Employer

NCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
May 23, 2012
Lonnie Williams, President
Lanwillo Development Company
Post Office Box 2088
Wilmington, NC 28402
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 120507
Advance Auto Parts
Pender County
Dear Mr. Williams:
Natural Resources
Dee Freeman
Secretary
The Wilmington Regional Office received a Stormwater Management Permit Application for Advance
Auto Parts on May 22, 2012. A preliminary review of that information has determined that the application
is not complete. The following information Is needed to continue the stormwater review:
The outlet structure is located near the inlet pipes and forebay. Please relocate the outlet
structure to the far end of the wet pond furthest away from the inlet pipes so as to prevent
potential short circuiting of the sediment.
2. The wet pond section view on sheet C-9 shows a 2:1 slope on the forebay above the
permanent pool elevation, please correct to 3:1.
Please note that this request for additional information is in response to a partial, preliminary review. The
requested information should be received by this Office prior to May 31, 2012, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90 days
from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this
matter please feel free to call me at [phone] or email me at [e-mail].
Sincerely,
Chris Baker
Environmental Engineer II
GDSlcsb: S:1WQS1StormwateAPermits 8 Projects120121120507 HM2012 05 addinfo 120507
cc: Matthew Lowder, P. E., Triangle Site Design, PLLC
Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 �rOne t
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 Non t, lCdr011na
Internet:w .ncwaterquality.org a't���s N�//�
An Equal Opportunity l Affrmative Action Employer ��/ (`

k TRIANGLE
>• 4006 Barrett Drive, Suite 203
S l l E D E S I G N Raleigh, North Carol ins, 27609
TEL [phone]
✓'3
Transmittal
Date: May 23, 2012 Job Number: 001030
Project Name: Advance Auto Parts — Hampstead NC — Express Review
To: NCDENR
Alto. Cameron Weaver
127 Cardinal Drive Extension
Wilmington, NC 28405
910-796-7215
lVe are sending these by
❑ U.S. Mail
❑ Other
- We are sending you
❑ Attached
❑ Shop drawings
❑ Other
® UPS
❑ Hand Delivery
❑ Under separate cover via the following items:
® Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
Comes hate Arn. Descrintinn
2
Civil Site Drawings (Erosion Control review)
I
Financial Responsibility Form & NCSOS Documentation
I
Property Owner Authorization & Deed
I
Review Fee($130.00)
1
Calculations
I
USACOE Nationwide Permit 939
2
Civil Site Drawings (Stormwater Review)
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
® For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks: Revised .storm drainage pond outjall per Chris's review & revised erosion control
measures per Rhonda'.s review
Copy to: Signed: a
Matt Lowder, PE
� r TvFr)
MAY 9 4 ZUIZ
Br. reSS

y� r-e- 55
�f
MAY S 4 2012
BY:_

NCDENR - NCDWQ Stormwater Permitting Map
http://portal.ncdenr.org/web/wq/ws/sLL/sw-pemiitfing-niap
NC Department of Environment and Natural Resources
Water Quality - NCDWQ Stormwater Permitting Map
Back to Stormwater Permitting(http:Hfponal.nWenr.orVwob/w"s/sutmaps)
NEWT DWQ Stormwater Permitting Map Viewer
Enter Address:' ( Find Address i Reset
Latitude (decimal degrees, N):I , Longitude (decimal degrees, W):; Find Location
Need to i
wmert degrcasl mimnas seconds to daclnlal forma[? nuylrn.mnbn.rrc.p+/ft/a.elalNwv000swss drelmalwd�
Or, Just enter coordinates In the'ADDRESS' fled like this: (deg min sec) (.deg min secs, and then dlck'Find Addresi.
Need help h Ith this mop? Contact Bethany GeorgoulMs at(919) 807.6372 or bethan_gaeaerp Ortcdenr.gov
Click on the map to see permitting information.
Please check with the local government to verify current boundaries and specific stormwater requirements.
200m
x `-
County: PENDER „I
Permitting: State
Type: Coastal county or community
Basis: Coastal State SW Permitting Program
Notes: Near SA waters/Coastal SW Rhea
apply
Contact: DIM] Regional office
NCDENR Region: Wilnvgton
Category: Coastal State SW Program
Phase 0 Info: Not a Phase 11 area
Permitting
R, . No Program - Verify Locally ❑
r Local Permkting Authority
r State Permeting Authority
r1 IMuhiple Permkting Authorities
SA IWhhin 12-nd of Shel Wish Waters
.hseh.rtMrn.tKi1 '\ dW :Wl2ca*
r hod by costae MQtby$CHpt.MYI a.1�pll�oC..po}m,eTlYmpYa%,minYlpejxangll WGOOnN riCbn Tiblaf MIVI/r•.W/�raMIWe,Wel
Rio: abdlM1M Ea10 ralnmc. dataM ..a.n..ry-.s/.Y.YxIln..r to da41to reriw.t dlaplry Paabrm br mm...e(enaol 1).
N.C. Department of Environment and Natural Resources
1601 Nall Service Center, Welsh, NC 27699-16m
Headquarters (Environment and Abtural Resources Building): 217 W. Janes St.
Archdale Building: 512 N. Salisbury St.
Toll Free: (8771623.6748
MAY 2 2 -2012

a
Storm Water & Erosion Control
Design Calculations
Advance Auto Parts Development
US Highway 17 & Headwaters Drive
Hampstead
Pender County, NC
Prepared for:
Hampstead 2012, LLC
109 Still Wild Lane
Elgin, SC 29045
Prepared by:
Triangle Site Design, PLLC
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
[phone]
/ TRIANGLE
S I T F DESIGN
Primax Construction, Inc.
293 Olmsted Boulevard, Suite 11
Pinehurst, NC 28374
CfiRp I
p............
��FESS/0' 4q
_ seaL : -
24434
:� y15 �7 �•G�r
MAY 2 2 2012

TABLE OF CONTENTS
OVERVIEW
STORMWATER NARRATIVE
FIGURES
SOILS SURVEY & SOIL INFORMATION
SHWT DETERMINATION
USGS TOPOGRAPHIC MAP
FEMA FIRM MAP
WETLAND DELINEATION MAP
DRAINAGE AREA MAPS
WATER QUANTITY/QUALITY
NCDENR WET DETENTION SUPPLEMENT
NCDENR LEVEL SPREADER/VEGETATIVE FILTER SUPPLEMENT
WET DETENTION POND
POND SUMMARY
CURVE NUMBERS
POND OUTLET/STRUCTURE SUMMARY
TIME VS. VOLUME (STORAGE)
TIME VS. ELEVATION (STAGE)
PRE -DEVELOPMENT HYDROGRAPHS
POST -DEVELOPMENT HYDROGRAPHS
ELEVATION -VOLUME -FLOW SUMMARY
EROSION CONTROL CALCULATIONS
RIP -RAP APRONS
SKIMMER BASIN
TEMPORARY GRASS CHANNEL
SILT FENCE DESIGN MAP
�✓
MAY 2 2 2ot2
I

OVERVIEW
Background
This report contains the storm water and erosion control calculations for the proposed
Advance Auto Parts retail site. The project site is located on US Highway 17 at the
intersection with Headwaters Drive. The project consists of 1.342 acres and will be
developed as an Advance Auto Parts retail store with the associated parking & loading areas.
Approximately 1.8 acres will be disturbed as part of this project for the construction of the
site improvements. The entire property is located outside of special flood hazard zones per
the FEMA flood insurance program. The proposed storm water management facility (wet
detention pond) outlined in this report has been designed to treat 0.8 acres of the site with a
maximum impervious area of 68.22% for the drainage area to the wet pond. The overall
impervious area for the site is 40.65% when on -site areas not draining towards the
proposed wet detention pond are accounted for. The site is draining to SA waters, therefore
the storm water management wet detention pond is designed to treat a 1.5" design storm
and 90% TSS with a level spreader/vegetative filter to provide secondary treatment.
There are delineated wetlands on the property that will be disturbed due to the construction
of the site improvements. The USACOE has conducted a site investigation of the wetland
delineation and approved the delineation of the wetland limits as shown on the construction
documents. The US Army Corps of Engineers has issued a Nationwide Permit #39 (Action
ID 2011-02306) for the impact to 0.09 acres of wetlands and 0.01 acres of relatively
permanent waters associated with the development of the proposed project.
Erosion Control
Erosion control measures have been designed in accordance with the NCDENR erosion
control standards and regulations to minimize sediment laden runoff from exiting the site.
Silt fence will be installed along the low sides of the site prior to construction. The
construction entrance will be installed prior to construction commencing. Inlet protection
will be installed around all existing inlets and will be utilized for the proposed curb inlets and
drop inlets. A skimmer basin will be used to treat stormwater runoff prior to leaving the site.
Accumulated sediment within the project site will need to be removed and the pond
constructed to final design conditions prior to final acceptance of the project.
Soils
The Pender County Soils Survey indicates that Alpin Fine Sand and Murville Muck soils are
present on the site.
Site Stabilization
After final grading is completed, permanent vegetation shall be applied in:accordance with=
the seeding requirements and landscape plan for this site. `"- �adj41( V -``
Iy MAY 2 2.2012

Stormwater Analysis
Storm water runoff from the developed areas of the site will be treated within a wet
detention pond. The pond has been designed to treat a drainage area of 0.8 acres. The site
grading and storm drainage pipe systems are used to divert storm water runoff from the site
to the wet detention pond. The storm water management pond is designed for an
impervious area of 68.22% for the area draining to the pond. The site is draining to SA
waters, therefore the storm water management wet detention pond is designed to treat a
1.5" design storm and 90% TSS with a level spreader/vegetative filter to provide secondary
treatment.
Water Quantity
Post -development peak flows from the site will not exceed pre -development flows for the 1-
year, 10-year, or the 50-year storms. The site is designed for the 1.5" storm and 90% TSS.
A level spreader/vegetative filter will be utilized to provide secondary treatment. The wet
detention pond will utilize a concrete riser structure with a low flow orifice, intermediate
weir, and an emergency spillway to reduce peak flows. Please reference the Water Quantity
section of this report for details regarding drainage areas and stormwater routing.
Water Quality
For water quality purposes the site is designed so that storm water runoff is treated in a wet
detention BMP pond. The proposed wet detention pond will provide 90% removal of Total
Suspended Solids (TSS) as well as nutrient removal benefits. A level spreader and
vegetative filter will be constructed at the outlet of the pond to provide secondary water
quality benefits.
Methods
The stormwater conveyance system was analyzed using "Hydraflow Storm Sewers" and
"Hydraflow Hydrographs" computer software program.
�y 2 2 IZ
:ZNI..

Stormwater Narrative
Advance Auto Parts
US Highway 17 (at Headwaters Drive)
Town of Hampstead
Pender County, NC
Property Identification # (PIN): 3282-86-3055-0000
Site Information:
Total Site Area = 1.342ac
Disturbed Area = 1.8ac
Wetland: existing wetlands on site (delineation approved by USACOE)
Developer = Hartzog 2012, LLC
Collins Hartzog
109 Still Wild Lane
Elgin, SC 29045
803-361-6718
colli ns(&ha rtzoo holdings.com
Owner = Current Property Owner
Lanwillo Development Co.
Lonnie Williams
P.O. Box 2088
Wilmington, NC 28402
Engineer = Triangle Site Design, PLLC
Matt Lowder, PE
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
919-553-6570
Primax Construction, Inc.
Greg Jordan
293 Olmsted Blvd, Suite 11
Pinehurst, NC 28374
910-235-4711
[e-mail]
Development Plan: The proposed development will consists of an Advance Auto Parts retail
store. A stormwater wet pond will be constructed to treat stormwater
runoff from the developed area of the Advance Auto Parts site for water
quality & water quantity control.
The existing site condition for the site is grass open area with scrub
brush. There are existing wetlands on the property.
Phasing: All of the site construction will be developed in one phase of
construction.
Utility Systems: Domestic water supply will be provided via a service line from Pender
County water system. Sanitary sewer will be provided via a septic
system.
Historic/Public Money: The property does not contain any historic sites and is not being funded
with public monies.
NCDENR: There are no known non-compliance issues with
MAY 2 2 2012

Stormwater Information:
River Basin: Cape Fear
Stream Classification: SA; HQW
Stream:
UT to Mill Creek
Stormwater Design:
State Stormwater (Coastal County)
Density Option:
High Density
Development Type:
Commercial
Impervious Area:
Total Property Area:
58,783sf
Surface Water Area: 2,945sf
Total Project Area:
55,838sf (1.282ac)
Impervious Area:
23,774sf (42.58% of Total Project Area)
(40.65% of Total Property Area)
Open Area:
34,709sf (59.35% of Total Property Area)
Proposed Treatment Measures: BMP Wet Pond (Designed for 90% TSS) with level spreader and
vegetative filter strip because site is within 1/2 mile of SA waters.
Will all built -upon areas
be collected: The proposed buildings and parking lots will drain to the
BMP wet pond. Open areas not impacted by site
development will maintain existing drainage patterns.
Buffer Requirements:
Municipal required landscape buffers
On-site/off-site runoff:
There is no off -site drainage coming onto the proposed site.
Road Construction Requirements:
The NCDOT is not requiring turn lanes in association
with this project. The propose site will gain access via a
new driveway on Headwaters Drive
Soils Evaluation:
Infiltration Rate:
0.1" per hour
SHWT:
12" Below Surface (existing surface elevation = 33.0t; therefore
SHWT = 32.0±)
PPE:
32.0.0
Site Evaluation Date: April 11, 2012
MAY 2 2 2012

Hydrologic Soil Group—Pender County, North Carolina
250400 2SU20 250440 250460 250480 2505M 250520 250540 250560 250580
34. 21' 52- _ x 34. 21' 53'
^J\'01
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34. 2TQa V, e 34- 21' 48'
20p 2504M 25044p 250480 250480 250500 ~ , 250520 250540 250560 250560
F. 504
1 Map Seale. 1.910 if yhted on size l8.5" x 11� sneet.
C M
N Meters
I, 0 10 20 40 60
Feet
0 50 100 200 300
USDA Natural Resources Web Soil Survey 4/2012012
a � Conservation Service National Cooperative Soil Survey Page 1 of 4

Hydrologic Soil Group—Pender County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Map Scale: 1:910 if printed on A size (8.5" • I V) sheet.
F—
Area of Interest (AD])
The soil surveys that comprise your AOI were mapped at 1:24,000.
Solis
Soil Map Units
Warning: Soil Map may not be valid at this scale.
Soil Ratings
Enlargement of maps beyond the scale of mapping can cause
I]
A
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
(]
AID
soils that could have been shown at a more detailed scale.
®
B
Please rely on the bar scale on each map sheet for accurate map
Q
B/D
measurements.
Q
C
Source of Map: Natural Resources Conservation Service
®
C/o
Web Soil Survey URL http://websoilsuNey.nres.usda.gov
Coordinate System: UTM Zone 18N NAD83
(]
D
This product is generated from the USDA-NRCS certified data as of
Not rated or not available
the version date(s) listed below.
Political Features
Soil Survey Area: Pander County, North Carolina
p
Cities
Survey Area Data: Version 11, Jun 5, 2009
Water Features
Date(s) aerial images were photographed: 6/17/2006
,,.,.
Streams and Canals
The orthophoto or other base map on which the soil lines were
Transportation
compiled and digitized probably differs from the background
Rails
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Interstate Highways
�.
US Routes
mv,
Major Roads
Local Roads
Natural Resources Web Soil Survey 4/20/2012
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group—Pender County, North Carolina
Hydrologic Soil Group
Xna,Y tr$ Hydrologic Soll Grou—
pSummary, by Map Unite—Pen'der County;North�Carolina"(NC14'
'" r ,"
rMap unit;symhol Map unit name a`-„
r Rating ,, cs r Y ; Acres'imA01
y Percent oi'A_ OI , ;•.
Ana Mpin fine sand, 1 to 6 percent
I A
0.1
11.6% 1
slopes
Mu Murville muck
!AID !
1.11
88.4%
Totals of Interest
1.21
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options -'
MAY 2 2.201Z
Aggregation Method.Dominant Condition
Component Percent Cutoff. None Specified
USDA Natural Resources Web Soil Survey 4/20/2012
s Conservation Service National Cooperative Soil Survey Page 3 of 4

REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL
ANALYSIS
ADVANCE AUTO PARTS
HAMPSTEAD, PENDER COUNTY, NORTH CAROLINA
PREPARED FOR:
MR. COLLINS HARTZOG
HARTZOG HOLDINGS, LLC
109 STILL WILD LANE
ELGIN, SOUTH CAROLINA 29045
PREPARED BY:
ECS CAROLINAS, LLP
7211 OGDEN'BUSINESS PARK
SUITE 201
WILMINGTON, NORTH CAROLINA 28411
ECS CAROLINAS, LLP PROJECT NO.: 22.17579
FIRM NO. F-1087
\llllllf/
WINS WE,-60 NS. P.E.
033761
NC Lf1
r��rfb��033751
APRIL 11, 2012
MAY 2 2 2012
AFT-

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Advance Auto Parts
Hampstead, Pander County, North Carolina
ECS Project No.: 22.17579
4.4 Groundwater Conditions
Porewater pressure measurements were made at all sounding locations during exploration.
The groundwater depths range from approximately 8.0 to 9.0 feet below the existing grade.
There also may be shallow ground water levels indicating a "perched" condition due to the
presence of days approximately six feet below existing grades.
The highest groundwater observations are normally encountered in the late winter and early
spring. Variations in the location of the long-term water table may occur as a result of changes
in precipitation, evaporation, surface water runoff, and other factors not immediately apparent at
the time of this exploration. If long term water levels are crucial to the development of this site,
It would be prudent to verify water levels with the use of perforated pipes or piezometers.
4.5 Seasonal High Water Table and,infiltration Test Results
The results from groundwater observations, seasonal high water level (SHWL) estimates and
infiltration tests performed in the hand auger borings are summarized. below:
Location
SHWL
Groundwater
Infiltration Test
Infiltration
Rate
(in)
Depth (in)
Depth (in)
in/hr
1-1
12
36
12
0.01
1-2
12
36
12
0.01
For detailed information,. see the infiltration testing form in Appendix C.
E
2 2 2

z
r�
GS
S-
9
S_ S-2
t
1-2 MAY 2 2 2Wz
DENOTES APPROXIMATE
LOCATION OF CPT SOUNDING
DENOTES APPROXIMATE LOCATION
OF HAND AUGER BORING WITH SHWL
ESTIMATE AND INFILTRATION TEST
ADVANCE AUTO PARTS
EXPLORATION
T y T LOCATION DIAGRAM LLF Hampstead, North Carolina
N m i C'id4Y'S®H_®i�96�ffi

Infiltration Testing Form
Advance Auto Parts
Hampstead, Pender County, North Carolina
ECS Project No. 22.17579
April 3, 2012
Location Depth Soil. Description
1-1 0-6" Dark Brown silty SAND
6"-12" Gray fine to coarse SAND
12"-36" Hardpan
36"-40" Dark Brown silty SAND
Seasonal High Water Table was estimated to be at 12 inches below the
existing grade elevation.
Infiltration Rate: 0.01 inches per.hour
Test was conducted at 12 inches below existing grade elevation
Groundwater was encountered at 36 inches below the existing grade
elevation.
Location Depth
Soil Description
1-2 0-6"
Dark Brown silty SAND
6"-12"
Gray fine to coarse SAND
12"-36"
Hardpan
36"-40"
Dark Brown silty SAND
Seasonal High Water Table was estimated to be at 12 inches below the
existing grade elevation.
Infiltration Rate: 0.01 inches per hour
Test was conducted at 12 inches below existing grade elevation
Groundwater was encountered at 36 inches below the existing grade
elevation.
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UPLANDS I JURISDICTIONAL
SEASONAL LAAWILLO OEVELOPMENT CO.
Row- I MAP BOOK JI. PACE 17
V/✓n
/ I UPLANDS
/ / S 01 1B. q WETLANDS
I AREA 1P"
SEE SHEET 2
FOP DETAILS UPLANDS E
LIMITS OF
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mi: certulet that III,, copy or Inie olot ac ertely addicts the
eouneory Of tde Pntdiftia, OI SecuM 40e TIT me neon WONT ACE \
dA dercrminee Cy Ene uhd,ti,,P on tnh dam. Unleee mem le P
change In the low cv our pubLIMId re9NouM1, III ddI11PIhm
Of section AN juiMhll, n mor ae .Hied upon Ior o do Kd not ro
eeo 6'ro pore from the dote. AIc de11-1,711on wCA mode
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Date: < �y 337i C D I L ROSE,
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NOTE: SEE SHEET 4 FOR LINE TABLES & AREAS
SEAL
L.z6110
6iHLb D',OARR. PL6 \
,006Lft & ASSOCIATES, PA \
IR✓EYORS - LAND PLANNERS \ \
vURRAY Sr.. / P.O. BOX IJJ \
T,, NORM CAROLINA 284E6 \
`ORATE LICENSE No. C-1167
Emcdrn9wdoemoPrpmoil.com
MAY 2 2.2012
WETLANDS UPLANDS
JUR60/CTIO h
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RPW-2 -
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SEE SHEET 2
FOR DETAILS
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AWETLANDS
REA RIF-
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SHEET 2
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MB 46, PG 19 \
\\SHEET I OF 4
WETLANDS SURVEY
FOR
LANWILLO
DEVELOPMENT CO.
TOPSAIL TOWNSHIP - RENDER COUNTY - NORTH CAROLINA
SCALE: I" = 100' DECEMB£R 27, 2011
REVISED: IANUARY 17, 2012 REVISED WETLAND AREAS
100 0 100 200 300
GRAPHIC SCALE - FEET
FILE No. PO-15-05 WETLANDS DEC2011

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RE
JURISDICTIONAL
SEASONAL
RPw-1
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LANWILLO DEVELOPMENT CO.
I
MAP BOOK JA, PACE I
I
NOTE: SEE SHEET 1 FOR
BOUNDARY AND TIE LINES j
AND SHEET 4 FOR
LINE TABLES & AREAS SHEET 2 OF 14
WETLANDS SURVEY
�,OCAROLJH',,,
FOR
LANWILLO
DEVELOPMENT CO.
CQQ'c
'uCEY D�
TOPSAIL TOWNSHIP RENDER COUNTY — NORTH CAROLbVA
50'' DELEMRER 27, 2017
„
AKNLEY.oi- IRR, PIS
ROBERT H. COSLEE & ASSOCIATES, PA
SCALE.' 7" =
REVISED: JANUARY 17, 2012 REVISED WETLAND AREAS
LAND SURVEYORS - LAND PLANNERS
J17 E. HURRAY Sr / PO. BOX lJj
50 0 50 100 150
WALLACE, NORTH CAROLINA 29166
NC CORPORATE LICENSE No. C-1167
9I0-285-4210
GRAPHIC SCALE — FEET
Email: rhywal®emEar MO;Icom
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MAP BOOK JA, PACE II
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VANLD D. CARR, PLS
ROB£RT H. GOSLEE k ASSOCIATES, PA
UNO SURVEYORS - LAND PLANNERS
N
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J17 E. MURRAY ST. / P.O. BOX 13J
C=)
WALLACE, hV.RM CAROLINA 26466
t
NC CORPORATE LICENSE No. C-1167
N
910-265-4210
iEmoll:
rM19+alOembarymail.com
SHEET 3 OF 4
WETLANDS SURVEY
FOR
LANWILLO
DEVELOPMENT CO.
TOPSAIL TOWNSHIP - RENDER COUNTY - NORTH CAROLINA
SCALE: I" = 50' DECEMBE.R 27, 2017
REVISED.: JANUARY 17, 2072 REVISED WETLAND AREAS
50 0 50 100 150
GRAPHIC SCALE - FEET
RLE N.. PO-15-05 WETLANDS DEC2011
r

NOTE: SEE SHEETS 1 - 3 FOR MAPS
AREA A• LINE TABLE
Course=E;
nn9
a)fonce
I1<01
W
//.JI
L 115
IB W
J5A6L116120
W
J5.54Llp1S
W
3228LU820
E
IB.21L119
0B E
29,51L11057
E
AILOJI
00 E
J5.89
AREA 'B' UNE TABLE
Ceurse
Bearing
a3lance
1
S 66'0652 E
I15.96
1 L2
S BOW V E
J5.82
LJ
S 58'201; E
10.50
LI
I S 1651 JS E
15.J5
LS
I S 19'1754 E
29.16
1111
9L5
N
TOJO01
LB
N J<'J61. W
1769
L9
N STJ708 W
1ISO
L 10
I N 54'JB 10 W
19.19
L11
I N 11 VJ EA W
18J9
L12
N U-270 W
J J1
/J
S 0 2525 W
ZI.OB
/4
S f60002E
IA. 10
15
S FZT754 E
I -AS
)6
S )J'OJ 04 E
21,26
L12
5 62Z54J E
16.61
LIB
5 53103/ E
6790
L19
5 22'1039 E
I N.11
(20
S 01'1052 W
IJq
L21
S 13'5649 E
BE, 14
L21
064641 E-
1J.6]
L2J
I N 064642 W
BOA
L24
N IT5649 W
SB.JB
U5
1 N 02-1057 E
1J23
L16
N 2210 J9 W
12.62
1 N ST40J1 w
1 66.82
L2B
N 6225 J W
1 16.12
L29
N 7J'OJ04 W
2025
JO
N 83'J15A W
IJ.00
1 UI
516000T E
JO BJ
L32
N 54-54 30 W
54,11
LJJ
N 6Z4015 W
58.70'
04
N 55J9I5 W
36.20
L35
N 15v519 E
JL26
LJ6
N SI'q 10 E
0.51
SURVEY R6PSRSNCS:
L6'GQAD:
O
EIP (EXISTING IRON ROC)
WP J/ AT PAGE I L
JP (EXISTING IRON PIPE)
ER C
RENDER COUNTY REC151FY
IRS ((IRON PIPE SR)
EIS (EXISTING IRON SLAKE)
IRS (IRON ROD SEN
L FEW FLOOD MAP INrORWWV:
O
CMS (CONCRETE MONUMENT SE)
RENDER COUNTY FL000 INSURANCE RATE MAP:
ECM (EXISRNO CONCRETE ✓0/H/MfNTJ
MAP PANEL Na: J>W44 3282 J FLOOD ZONE' X
a
NCGS GRID MONUMENT
MAP No.: A2OJ2d200J E4. DATE: FEBROARY 16. TOOT.
0
ERRS (EXISUNG RARRDAD SHKQ
1. CORNERS ARE MARKED AS NOTED ON MAP.
J. ALL BEARINGS ARE NC GRID (MD BJINSRS 2002)
RRSS (RAILROAD SPIKE S£/)
4. µL DISTANCES ARE MORIZONTµ FIELD MEASUREMENTS.
NBC (NAIL AND CAR)
N&C N /PK OR AP)Assa NAII YT )
5, AREA COMPUTED BY THE COCATONATE METH00.
EPN' (EXLSiING PK NaLLf
S
Cl (EXISTING OLD AXLE)
aabnce
PROPERTY ENE
IJII
-
N)N-S.RVEY£0 LINE
N.90
-
-
EASEMENT LINE
AREA T' LINE TABLE
Course Seen"
L62 5 25'0150 F
LIJ S J61635 W
161 52T250J W
39,87
D S IIY3 JB W
4L1)
L66 5 IBSB 40 w
45.J6
L67 N 6/'0216 w
4T,61
L68 N 0'JJ 9 E
46. 10
L69 N 1 '0815 E
JS15
UO N 49'S150
31.79
V] N 1vJ JE
52.5J
AREA }' LINE FABLE
Course
Brannq
Ostend.
L20
S 79'39 J1 W
21.58 1
L91
5 870110 W
30.21
L92
1 S 6915909 W
25.12
L9J
f S 61'q IS W
J4u 1
S JCJ65J W
W..6) 1
N J6'162) W
29.61
N 561108 W
S.BS
S B01937 w
110
S 31'1934 W
50
S 11'161B W24,89
S 8632SJ W
2911 1
I N )609 J2HOB
N >9'5153 W
j
20J21
IN BIV51l W
N)65
5 B6JS IB w
9.486
S B9'JJ00 E)
S)'0B /5
41. 15B
Nfl)'11 TT91
Nw114I
1L8J0
N SS' 113
1
NES'S22J1
5 66'0652 E
BU9
LI1J
S 660651
bad,
AREA 'LC' LINE FABLE
Cows.
B.anng
astems
Ed-
5 AI'05 IS w
61.69
L55
N 22-0611 W
10. 12
L86
N 11'J/JI W
41.96
LB)
N 28'41 J9 E
290J
L88
1 S BB'OB5) E
16.0
L69
S BOi652
4256
L90
1 5 OTn SB W
26.86
1, Mohler D. Can, RES, certify that this plat was drawn under my supe1iFP1
from on actual field s hey mode under my supervision from inlermoliggldY °° I
noted hereon; that the b... dadse not sMnered are clear melao:ad,e*,NCARC
dashed Imes; that the ratio of Preasion as cof"Icled us 1:10,000e
nett to the fiat of my knowledge and belief. Witness my orie-k FESSIp
Sgnafmp LI'CAas. N.mber and Seel ) R0
Misr�� tloy er.;�AiMllftJjkll AD, 1012.. (! L ,2'4
M 1, - 4j'•� SVR�
Mont ic D. Corr, �5 9A)
NO Ciceme No. L-2580 CPV D
AREA 1P' ONE TABLE
Caune
Beann9
Obtance
U2
N 46'20 J> E
11.85
VJ
N 50'1J D E
12.07
E74
S a4'OJ OJ E1
5.84
L>5
S 22V120 W
).B9
V6
S 27I955 w
5.14
LJJ
S 61'll 16 E
59.00
VB
S Y555
51,J5
L 99
N 6a so 11 w
o 1".
LBO
N 64'I 16 W
59.3
171
5 2TI955 W
2.66
L92
5 >I'48 36 W
7.27
BJ
N )0' 4 51 W
6.96
L84
N -0 3J0
6.96
JURISOILI)OML SEASONAL RPW-I
Coupe
8eerin9
Dbfonc.
L5)
S J6294) W
11.32
L52
5 29'1951 W
1 ,92
L53
S 161253 W
50D
L54
S 05'J125 W
)S.J6
L55
S 21'10 11 W
26.78
656
S IP1)J] W
JIA9
LS)
S 05.11 A9 W
55.57
L58
S 162243W
2802
[59
S 8' w
5.00
T.
NNE
5 2/' 4 E W
21,35
Lot
5 36'W OB W
JB.9J
JURISDICTIONAL SEASONAL RPw-2 (SH2)
Beann9
a'elance
NM4359 W
54.77
N 59' 42B W
TOO 76
N 65'5552 W
29.60
a 82'19 08 W
LT 5J
N B9'J10B W
J02
5 2"' 0! W
SJ.B)
I
N >J'1200 W
J0.9U
N' S9'22 /3 W
62.41
N 1B'2> )5 W
18. JO
N A6'SA I W
10.59
l)'OJ O6 W
No1.N
96J6
N' IE'1)2J W
9.09
NC
MANLEY CT CAR.R, PLS
1. COSLEE B ASSOCIATES, PA
'URl RS - LAND PLANNERS
MURRAY SL / P.O. BOX UJ
iCE. NORTH UROLNA 28466
MAY zo�z
JURISOKIIONAL SEASONAL RPW-2 (SHJ)
Course
Bearing
Ddfonce
L122
S 69'1059 E
11.I8
LJ2J
S 29'3837
J2B5
L 124
.N 81'.4 11 E
45.59
L 125
N BB'1145 E
25.O1
L126
5 )J4106
2A6
L 12>
N 8)'J128
91.53
L 11B
N BY0958 E
IIII,
L129
N B1'0958
ZJJ
AEiLANDS AREA SUMADRY
AREA A' J,825 Sr
t 0,038 A6
AREA '8' 14,133 Sr
x 0.324 A6
AREA Y' S874 Sr
t 0. 135 A6
AREA Y 15JJ6 SF
t O.J61 AC
AREA IC' 4,IO Sr
x 0.094 AC
AREA 2P' 861 SF
t 0020 AC
TOME 44,520 SF
3 1,022 AC
VTM= MAP (N.T.S)
TOIµ AREA OF
WMANDS TUOY
BJ9.681 SF
S 19.276 AC
SHEET 4 OF 4
WETLANDS SURVEY
FOR
LANWILLO
DEVELOPMENT CO.
TOPSAIL TOWNSHIP - RENDER COUNTY - NORTH CAROLINA
SCALE: I" = 100' DECEMBER 27, 2011
REVISED: JANUARY 17, 2012 REVISED WETLAND AREAS
100 0 100 200 300
GRAPHIC SCALE - FEET
PEE No. PO-15-05 WET(ANOS DEC2011

MAY 2 2 2012
♦b\b\b\ ��/
EROSION-CONTPOI. NOD\:. HASIN lNOTFS:
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Permit
(to be provided by
M
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
O 'Siiii� T
II! DESIGN;INFIDRMAT10N°''f, Y #+z,'' P ..t '''.` kd� a'•7,�`a'a3 r it a tv �:ti .:?^'r``'�dury .. `t 5`s ">",:-t :'k,.+r z � i.` a.M1F ..
Site Characteristics
Drainage area 34,850, 111
Impervious area, post -development 23,774 112
%impervious 68.22 %
Design rainfall depth 1a5., in
Storage Volume: Non -SA Waters
Minimum volume required it,
Volume provided it
Storage Volume: SAWaters
1.5' runoff volume .2,913.113
11
Post-ddevelopment-yr224-hr runoff - 7,399 fl1 J` `svttre .eo..,r Pre -development l
Minimum volume required 6,846 It'- z���`1 I"!,, SSS/0��q-{9
Volume provided 6,866 ft' ..CCF
SEAL s
Peak Flow Calculations = 2�A3t� / z
Is the prelpost control of the 1yr 24hr storm peak flow required? Y (Y or N) .,� $ • 5'A �����
1 yr, 24-hr rainfall depth 33 in i'��a,Ir° /✓GENETr si`'�
Rational C, pre -development 0.30 (unitless) .. ...• V
Rational C, post -development 0.75.(unitless) �i�i�7777/Ir/• �I
Rainfall elopment1-yr, 24-hr storm 0.03 iNhr OK
Pre -development 1-yr, 24-hr peak flow 0.03 ft'fsec
Post -development 1-yr, 24-hr peak flow 2.50 fi
Pre/post 1-yr, 24-hr peak flow control 2.47 ft'Isec
Elevations
Temporary pool elevation 33.60 fmsl
Permanent pool elevation '32.00fmsl
SHWT elevation (approx. at the perm. pool elevation) - - 32.00. Imsl
Top of 10ft vegetated shelf elevation '32.50. fmsl — • -
Bottom of 10ft vegetated shelf elevation _ 31.50 fmsl - - v �r•
Sediment cleanout, top elevation (bottom of pond) 27.00 fmsl
Sediment cleanout, bottom elevation - .26.00 frost MAY 22,2012
Sediment storage provided 1.00 If
Is there additional volume stored above the state -required temp. pool? N (Y or N) -- _
Elevation of the top of the additional volume fmsl
Form SW401-Wet Detention Basin-Rev.8-9117rOg Parts I. S It. Design Summary, Page 1 of 2

Permit
in, be provided by D WOl
IFDESIGNINF.,ORMATION
r' r':>�k.;'`_'.s!ixt/'%: i... r*£'`tit'""<!Y.,°'tt.x-ea:a'.. x �e'?f'..L'f,•C-. -a.,- ae'.+Sr';°3v"e's-"!`s.."�t,.rS`€*x.:,vs-•�±�-�s.+a
Surface Areas
Area, temporary pool 5,165 ft'
Area REQUIRED, permanent pool 2,823 ft'
SAIDA ratio - 8.10 (unitless)
Area PROVIDED, permanent pool, Ao,,,,� 2,945 ft' OK
Area, bottom or 10ft vegetated shelf, A. y 2,055 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ay,p d 305 ft`
Volumes
Volume, temporary pool
6,866 ft'
OK
Volume, permanent pool, Ve,,,,y�
_ ;, -
6,226 ft'
Volume, forebay (sum of fombays d more than one forebay)
-
1,340 ft'
Forebay % of permanent pool volume
21.5% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y
-, - (Y or N)
Mountain/Piedmont SAIDA Table Used?
. N_..�,_
-. (Y or N)
SAIDA ratio
8.10 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21h)
N,
- . (Y or N)
Volume, permanent pool, Vv,,,,_.
6,226 ft'
Area provided, permanent pool, A._.
2,945 It
-
Average depth calculated
If
Need 3 It min.
Average depth used in SAIDA, d„, (Round to nearest 0.511)
If
Calculation option 2 used? (See Figure 10-2b)
Y-.
(Y or N)
Area provided, permanent pool, Ap,,,,�
2.945 ft`
Area, bottom of 10ft vegetated shelf, Ayo, ,,I
2,055 ft`
Area, sediment cleanout, top elevation (bottom of pond), A...
305 ft'
'Depth' (distance btw bottom of 1 Oft shelf and top of sediment)
4.50 It
Average depth calculated
3.01': If
OK
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
`- :3.0'. ft
OK
Drawdown Calculations
Drawdown through orifice?
Y
(Y or N)
Diameter of onfice (if circular)
0.88 in
Area of orifice (if-noncircular)
in'
Coefficient of discharge (Cu)
- -
0.60 (unitless)
Driving head (Ho)
0.57 If
Drawdown through weir
N
- (Y or N)
Weir type
(unitless)
MAY 2 2 2012
Coefficient of discharge (C„.)
(unitless)
Length of weir(L)
-
- If
Driving head (H)
It
— '---�--
Pre-development 1-yr, 24-hr peak flow
. _ 0.03:. ft/sec
Post -development 1-yr, 24-hr peak flow
2.50 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.02'.. ft"Isec
Storage volume drawdown time
'2.30 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
-. 10:1
OK
Vegetated shelf width
':
- 10.0 It
OK
Length of flowpath to width ratio
- 3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & onfice?
Y
-. - - (Y or N)
OK
Freeboard provided
-
'."'-1'.0 If
OK
Vegetated filter provided?
Y
;_' : - (Y or N)
OK
Recorded drainage easement provided?-
Y'r
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
.:':- - (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
PUMP
•
_
. •.
Form SW401-Wet Detention Basin-Rev.8-9117/09 Parts I. & 11, Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
hI f gyff EDIITEMS
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
niiG e 5, eg 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C'-5, 6J 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions, -
- Forebay and main pond with hardened emergency spillway, — ✓ "�
- Basin cross-section, MAY 7 2012
- Vegetation specification for planting shelf, and
- Filter strip. li�
�" R• 3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
s7tEL C- Lv C 8 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
m9C Ln/e 5 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
M:iz C� 5. C- 9 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
Jy74L g. A copy of the deed restrictions (if required).
975/_ 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9117M Part III. Required Items Checklist, Page 1 of 1

E
n •.fir
;ya ti
P r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
Project name
Contact name
Phone number
Date
Drainage area number
The purpose of the LS-VFS
Stormwater enters LS-VFS from
Type of VFS
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak Flow from the 1 in/hr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of flow directed to the LS-VFS
Is a Flow bypass system going to be used?
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other" responses above
Form SW401 - LS-VFS - 2914ov2010 - Reva
919 553-6570
Mayµ15�2012 - - -
SW, Rule:,-!O,year drawdown from Wet Pond,, ,
A BMP'
Engineered filter skip (graded8 sodded; slope.f 8%)�:-
90°/ddSS wet pond within SA waters- secondary treatment, "
34,850.
112
Do not complete this section of the form.
23,774
hZ
Do not complete this section of the form.
68.22
%
Do not complete this section of the form.
Do not complete this section of the form.
cfs
Do not complete this section of the farm.
min
Do not complete this section of the form.
inlhr
Do not complete this section of the form.
CIS
Do not complete this section of the form.
10-year storm
.. '
CIS
Do not complete this section of the form.
(Y or N)
Do not complete this section of the form.
vveraerenuon papa. '
0.018. .cfs ✓��_ -
:4. 59 cfs -
10 cfs MAY 2 2 201Z J
6.259- cfs
......`.Y. ....::,(YorN)
`i1t,.unnrrrrr
SEAL �i
24434y�`
5•I5�
rr1
r^' page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stormwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
IN
y (flow depth for 10-year storm)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr storm
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other' responses above
N/A
sq ft
No forebay is required.
7,
36
in
Depth is appropriate.
12'
in
Depth is appropriate.
10
fucfs
3
It
Ten feet is the minimum level spreader length.
101.
'50; i.':
it
`31;60'.__
fmsl
31.201
frost
0.60
%
(Y or N)
OK
(Y or N)
MAY 2 2 2012
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 2 of 3

III: -­:REQUIRED'ITEMS.CHECKL'•ISVK,-ttih,srdxw,a�. M'�"`�',: �tt.,. ..��`;.'m lay.t.,.,r,w_�°'�',.'x'c^aa�,.'.�z,.r `k6'2�,��,u�.... ".�::::E.;R :d, z-�-.:°t!�..� V.k.'n :'".
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in
a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following
design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach
justification.
Requried Item:
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Forebay (if applicable),
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW), and
Boundaries of drainage easement.
2. Plan details (V = 30' or larger) for the level spreader showing:
- Forebay (if applicable),
- High Flow bypass system,
- One foot topo lines between the level lip and top of stream bank,
- Proposed drainage easement, and
- Design at ultimate build -out.
3. Section view of the level spreader (1" = 20' or larger) showing:
- Underdrain system (if applicable),
- Level lip,
- Upslope channel, and
- Downslope filter fabric.
4. Plan details of the Flow splitting device and supporting calculations (if applicable).
5. A construction sequence that shows how the level spreader will be protected from
sediment until the entire drainage area is stabilized.
6. If a non -engineered VFS is being used, then provide a photograph of the VFS showing
that no draws are present.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Initials Page or plan sheet number and any notes
M41 �.C'-5,C-9 Ca lc�
m-iZ A)/4
�-
MAY 2 2 ,2012
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 3 of 3

Pond Summary - BMP Pond
Pre -Developed
Post -Developed Post -Developed routed
through pond
Drainage Area (acres):
0.8
0.8
Curve Number:
46.3
79.6
Runoff Coefficient
0.3
0.75
Time of Concentration (minutes):
10
5
Q 1-year (cfs): (SCS Method)
0.028
2.501 0.02
Q 1-year (cfs): (Rational Method)
0.92
2.947 0.009
Q 10-year (cfs):
1.424
6.316 0.259
Q 50-year (cfs):
3.866
10.27 3.213
Outlet Controls:
Permanent Pool Elevation:
32
Existing Grade Elevation:
33
(SHWT lesss than
SHWT Elevation:
32
12"below existing
grade based on soils
analysis)
Min. Required Surface Area (sf):
2,823
(Based on 90% TSSRemo ual)
Surface Area provided (sf):
2,945
Design Storm (Coastal County):
1.5"
design storm storage volume required (cf):
2,913
Volume difference between pre- and post- development:
6,846
design storm storage volume provided (cf):
6,866
Drawdown time for design storm (days):
2.30
Drawdown time for volume provided (days):
4.20
1-year storm control:
7/8"Onficena32.0
15" outlet pipe
0 1-Year routed throuqh pond (cfs):
0.02
< Q 1-year pre -developed
1-year storm elevation:
33.06
Riser structure outfall:
15"@0.83%
Emergency Spillway Elevation:
34
Concrete Spillway
Emergency Spillway Width:
3
Incremental Weir Elevation:
33.6
Incremental Weir Width(in)
6
Incremental Weir Height(ft)
0.4
Q 10-year routed through pond (cfs):
0.259
Q 10-year pre -developed
10-year storm elevation:
33.87
Q 50-year routed through pond (cfs):
3.213
Q 50-year pre -developed
50-year storm elevation:
34.41
Top of dam elevation:
35
Level Spreader:
F
Design Storm:
1.5"
Use Q-10 Year routed flow through pond (cfs):
0.259
MAY 2 2 201Z
Level spreader length (10'/cfs)(If) min:
2.59
Level spreader length - design:
10
Vegetative Filter Strip:
Vegetative Filter Strip Length (If):
50
Vegetative Filter Strip Width (If):
10
Vegetative Filter Strip Area (sf):
500
Vegetative Filter Infiltration Rate (in/hr):
0.20
Rate for Calculations (in/hr):
0.2
Infiltration Rate (ft/sec):
0.000005
(convert in/hr to f /sec)
Effective Infiltration Volume (cfs):
0.002315
(VFS area (sf) x Infiltration Rate(ft/sec))
10-Year Storm flow through pond (cfs):
0.26

Proposed Wet Pond #1
Project Information
Project Name:
Advance Auto Pads
Project #:
Designed by:
MEL Date:_
Revised by:
Date:
Checked by:
Date:
Me Information
Sub Area Location: Drainage To Proposed Wet Pond
Drainage Area (DA) = 0.8 Acres
Impervious Area (IA) = 0.550 Acres
Percent Impervious (1) = 68.75
tequired Surface Area
Permament Pool Depth: 3 ft (Coastal County)
SAIDA = 8.1 (90%TSS Removal via Wet Pond)
Min Req'd Surface Area = 2,823 sf (at Permanent Pool)
tequired WQv Storage Volume
Design Storm = 1.5 inch (Coastal county)
Determine Rv Value = 0.05 + .009 (1) = 0.669 in/in
Storage Volume Required = 2,913 cf (above Permanent Pool)
Compare Volume Difference between
the pre- and post- development from 1-
NOAA 1-year, 24-hour event =
3.81
inches
Pre -Development Drainage Area =
0.8
Acres
Pre -Development Impervious Area =
0
Acres
Pre -Development Percent Impervious =
0.0
%
Pre -Development Rv =
0.05+.009 (I) = 0.05 in/in
Pre -Development Volume =
553
cf
Post -Development Rv=
0.669
Post -Development Volume =
7,399
cf
Volume (post -pre development) =
6,846
cf (above Permanent Pool)
Required Storage Volume =
cf
Pre -Development Peak Flow (1-year, 24-hour storm):
Drainage Area = 0.8 Acres
Pre -Development Runoff Coefficient "C"= 0.3
Intensity "I" = 4.920
Pre -Development Peak Flow = 1.18 cfs
it Peak Flow (1-year, 24-hour storm)
Drainage Area =
0.8 Acres
Runoff Coefficient "C"=
0.75
Intensity "I" =
6.170
velopment Peak Flow =
3.70 cfs
Top of Pond Elevation =
35.00 It
Temporary Pool Elevation =
32.80 ft
Permanent Pool Elevation =
32.00 ft
Seasonal High Water Table Elevation =
32.00 it
Shelf Begining Elevation =
32.50 ft
Forebay Weir=
31.00 ft
Shelf Ending Elevation =
31.50 ft
Bottom Flevatinn =
27.O0 ft
lent Pool Area
Area @ Top of Permanent Pool = 2,945 sf
Volume of Temporary Storage = 6,866 cf
Is Permenant Pool Surface Area Sufficient (yes/no)? Yes
MAY 22d 4UR
( 2945 > 2823 ) sf

Project:
Pond #1
Date: 5/2/2012
Pond Contours -Volumes
Elevation
Pond
Forebay
Total -Areas
Incremental Vol.
Accumulated Vol.
Description
35
6,370
0
6,370
5,935
21,164
34
5,500
0
5,500
5,090
15,229
33
4,680
0
4,680
921
10,139
32.8
4,530
0
4,530
1,270
9,218
32.5
3,940
0
3,940
1,721
7,948
32
2,015
930
2,945
1,250
6,226
A2 (Perm -Pool)
31.5
1,240
815
2,055
966
4,976
Al (Bottom_Shelo
31
1,105
705
1,810
1,585
4,010
30
855
505
1,360
1,160
2,425
29
630
330
960
1,265
1,265
28
425
180
605
705
705
27
250
55
305
0
0
A3(Bottom_Pond
26
100
0
100
0
0
Forebay Contours -Volumes
Elevation
FB1
FB2 FB3 Total -Areas
Incremental Vol.
Accumulated Vol.
0
0
1,340
0
0
1,340
0
0
1,340
0
0
1,340
0
0
1,340
0
0
1,340
32
930
930
359
1,340
31.5
815
815
286
981
31
705
705
443
695
30
505
505
253
253
29
330
330
0
0
28
180
180
0
0
27
55
55
0
0
Average Depth (Option 1) 2.1142 *At least 3' average depth
Forebay Volume 0.2152 *Above 20%
Average Depth Calculation (Option 2) I
Al (Bottom -Shelf): 2,055 MAY 2 2 2012
A2 (Permanent -Pool): 2,945 I w,
A3 (Bottom -Pond): 305
Depth: 4.5
Average Depth = 3.01

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD -Water Quality Volume
Project Information
Project Name: Dollar General
Project #:
Designed by: Date:
Checked by: Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone
3;
Zone 2
Zone
i
s '
t:'•
Orifice Diameter (D) =
0.875 in
Cd =
0.6
Ei =
32
Orifice Inv.
Zone 1 Range =
0.00
to
Zone 2 Range =
32
to
Zone 3 Range =
32.2
to
Q, = 0.0437 Co' D' (Z-D/24-Ei)Aom
Qz = 0.372 Ce' D'(Z-Ei)A(12)
Q,=0
32
32.2
35
Incremental Drawdown Method
Countour
Contour
Area
Incremental
Volume
Stage, Z
Zone
Q
Drawdown
Time
sq It
cu it
1t
cfs
min
32.00
2,945
0
0.00
2.00
0.000
32.50
3940
1,721
0.50
3.00
0.014
2,099
32.80
4530
1.270
0.80
3.00
0.018
1,207
Total
2,992
3,306
Drawdown Time = Incremental Volume / Q / 60sec/min
Summary
Total Volume = 2,992 cf
Total Time = 3,306 min
Total Time = 2.30 days
__ JlMAY ° Lutz
�Ac.�clJcvvl
5/2/2012 Prop Wet Pond.xls
I oft

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD - Pre vs. Post Volume
Project Information
Project Name:
Project #:
Designed by: Date:
Checked by: Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone 3 Q, = 0,0437 Co' D' (Z-D/24-Ei)^e�¢I
Zone 2
Zone 1
E
Orifice Diameter (D) =
Cd =
Ei =
Zone 1 Range =
Zone 2 Range =
Zone 3 Range =
0.875 in
0.6
32 Orifice Inv.
0.00 to
32 to
32.2 to
Qi = 0.372 Cn' D'(Z-Ei)^tw)
Q1 — 0
MAY 2 lulz
32
32.2
35
Incremental Drawdown Method
Contour
Area
Incremental
Volume
Stage, Z
Zone
Q
Drawdown
Times
It
cu fit
fl
cis
min
2,945
0
0.00
2.00
0.000
3940
1,721
0.50
3.00
0.014
2.099
i
4530
1,270
0.80
3.00
0.018
1,207
4680
921
1.00
3.00
0,020
779
5165
2,954
1.60
3.00
0.025
1,961
6.866
6,046
Drawdown Time = Incremental Volume / Q / 60sec/min
Summary
Total Volume = 6,866 cf
Total Time = 6,046 min
Total Time= 4.20 days
✓olvvl-�e � �'�•�-
5/2/2012 Prop Wet Pond.xls 1 of 1

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.4dEvancte Auto P"FtSIN
orm
®TRI>NGLE

Triangle Site Design
Advance Auto Parts
102•� 00 0
Curve Number Calculation (CN)
Pre -Developed Conditions
®•.
soil Group Man Symbol
A/D AnB/Mu
Land Use Description
Open Space
Open Space
Soil Description Acres Percent of DA
Alpin sand/Murville muck 0.8 100%
Existing Soil Group Acres Curve # Weighted CN
A 0.6 39 29.3
D 0.2 68 17.0
Rational Runoff Coefficient "C"
Drainaoe Area (acres,) 0.8
Exfstino Land Uses:
Land Use Description Acres Runoff "C" Weighted "C'
Roofs 0 0.98 0.00
Asphalt/Concrete Pavement 0 0.98 0.00
Open Space 0.8 0.3 0.30
Wooded 0 0.25 0.00
Cumulative "C" = 0.30
MAY 2 2 2012

Advance Auto Parts
Triangle Site Design, PLLC
Curve Number Calculation
(CN)
Post -Developed Conditions
BMP Pond
Drainage Area (acres):
0.8
Existing Soil Groins
Soil Group Mao Symbol Soil Description
Acres
Percent of DA
A/D AnB/Mu Alpin sand/Murville muck
0.8
100%
Proposed Land Uses.
Land Use Description Existing Soil Group
Acres
Curve #
Weighted CN
Open Space A
0.25
39
12.2
Impervious - Pavement/Bldg A
0.55
98
67.4
Cumulative Curve # =
79.6
Rational
Runoff Coefficient "C"
0.8
Land Use Description
Acres
Runoff "C"
Weighted "C"
Roofs
0.16
0.95
0.19
Asphalt/Concrete Pavement
0.39
0.95
0.46
Open Space
0.25
0.3
0.09
Existing Asphalt Pavement
0
0.95
0.00
Cumulative "C" = 0.75
MAY ; ., 2012
J J

SITE DATA
SITE AR
58,483 SQ. FT.
1.342 ACRE(S)
BUILDING
6,895
SF
0.158
ACRE(S)
11.8 % OF TOTAL AREA
PAVEMENT
16,364
SF
0,376
ACRE(S)
28.0 % OF TOTAL AREA
SIDEWALK
515
SF
0.012
ACRE(S)
0.9 % OF TOTAL AREA
GREEN/OPEN SPACE
34,709
SF
0.797
ACRE(S)
59.3 % OF TOTAL AREA
BUILDING SETBACKS
REQUIRE PROVIDED
FRONT 25 FT. 102 FT.
REAR 10 FT, 170 FT.
SIDE (NORTHERN PROPERTY LINE) 10 FT. I FT.
SIDE (HEADWATERS DRIVE) 25 FT. 64 FT.
MAXIMUM BUILDING HEIGHT
40 FT.
(1/225 SF GROSS LEASEABLE AREA (6.000SF LEASABLE)
PARKING PROVIDED REQUIRED PROVIDE
REGULAR 25 SPACES 26 SPACES
HANDICAP 2 SPACES 2 SPACES
TOTAL 27 SPACES 28 SPACES
MAY 1) 2 2012
�[T.

Proposed Wet Pond #1
Project Information
Project Name: Dollar General
Project #:
Designed by: MEL Date:
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location:
Drainage
to Proposed Pond
Drainage Area (DA) =
0.50
Acres
Impervious Area (IA) =
0.55
Acres
Percent Impervious (1) =
68.75
% (Drainage Area)
Orifice Sizing
Orifice Size = 0.88
Drawdown Time = 2.30
less than 5 days (yes/no) ? yes
greater than 2 day (yes/no) ? yes
Anti -Flotation Device
4' x 4' Outlet Structure
in (Diameter)
days (Incremental Draw Down Method)
Area:
16.0
sf
Volume:
128.0
cf
Weight:
7987
Ibs
Factor of Safety
1.20
WT Req'd of Anti -Flotation Device:
9,585
Ibs
Volume of Concrete Req'd:
63.9
cf
Volume Provided: 86.0 cf
(Water Displaced - Top of Pond to Bottom of Pond)
(Unit WT of Concrete = 150 pcf)
(4'x4' riser x 2.0' = 32cf, 6'x6' footing x 1.5' = 54.Ocf)
MAY 2 2

Pond Report
z
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066 Monday, May 7, 2012
Pond No. 1 - BMP Pond
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 32.00 It
Stage / Storage Table
Stage (ft)
Elevation (ft)
0.00
32.00
0.50
32.50
0.80
32.80
1.00
33.00
2.00
34.00
3.00
35.00
Contour area(sgft)
2,945
3,940
4,530
4,680
5,500
6,370
Incr. Storage (cult)
0
1,715
1,269
921
5,084
5,929
Total storage (cult)
0
1,715
2,984
3,905
8,989
14,918
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 15.00'
0.88
0.00
0.00
Crest Len (ft)
= 0.50
3.00
0.00
0.00
Span (in)
= 15.00
0.88
0.00
0.00
Crest El. (ft)
= 33.60
34.00
0.00
0.00
No. Barrels
= 1
1
0
0
Weir Coeff.
= 3.33
2.60
3.33
3.33
Invert El. (ft)
= 32.00
32.00
0.00
0.00
Weir Type
= Rect
Broad
--
---
Length (ft)
= 24.00
0.50
0.00
0.00
Multi -Stage
Yes
Yes
No
No
Slope I%)
= 2.50
1.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0,60
Exfil.(in/hr)
= 0.000 (by Contour)
Multi -Stage
= n/a
Yes
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
3.00
2.00
1.00
0.00 1
0.00
Note: CulverVenfice outllmvs are analyzed under inlet (ic) and outlet (m) cenVol. Weir risers checked for orifice cendilions (ic) and su0meMence (s)
1.00 2.00
- Total Q
Stage I Discharge
3.00 4.00 5.00 I 6.00 7.00------_. 8.00
MAY 2221012
I
Elev (ft)
35.00
34.00
33.00
--'- 32.00
9.00
Discharge (cfs)

1
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, May 2, 2012
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Peak discharge
= 0.028 cfs
Storm frequency =
1 yrs
Time to peak
= 736 min
Time interval =
2 min
Hyd. volume
= 508 cuft
Drainage area =
0.800 ac
Curve number
= 46.3
Basin Slope =
0.0 %
Hydraulic length
= 0 ft
Tc method =
USER
Time of conc. (Tc)
= 10.00 min
Total precip. =
3.81 in
Distribution
= Type II
Storm duration =
24 hrs
Shape factor
= 484
Q (cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
BMP Pre -Developed
Hyd. No. 1 -- 1 Year
Q (Cfs)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 -1200-1320--14401 1560
Time (min)
— Hyd No. 1 PhgY � ;2 '2012
"7.
L __�

Hydrograph Report
2
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
1 yrs
Time interval =
2 min
Drainage area =
0.800 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
3.81 in
Storm duration =
24 hrs
Q (cfs)
3.00
r Io
1.00
0.00 "
0
BMP Post -Developed
Hyd. No. 2 -- 1 Year
120 240 360 480 600 720 840 960
— Hyd No. 2
Wednesday, May 2, 2012
Peak discharge = 2.501 cfs
Time to peak =
716 min
Hyd. volume =
5,051 cuft
Curve number =
79.6
Hydraulic length =
0 ft
Time of conic. (Tc) =
5.00 min
Distribution =
Type II
Shape factor =
484
Q (cfs)
3.00
fsxlBl
1.00
0.00
1080 1200 1320 1440 1560
— Time (min)
MAY 2 2 2012

Hydrograph Report
3
Hydraflow Hydrographs Extension for AutoCADO Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Pond.
Hydrograph type =
Reservoir
Peak discharge
Storm frequency =
1 yrs
Time to peak
Time interval =
2 min
Hyd. volume
Inflow hyd. No. =
2 - BMP Post -Developed
Max. Elevation
Reservoir name =
BMP Pond
Max. Storage
Storage Indication method used.
Q (cfs)
3.00
2.00
1.00
We
Post Through Pond
Hyd. No. 3 -- 1 Year
Wednesday, May 2, 2012
= 0.020 cfs
= 1442 min
= 4,488 cuft
= 33.06 ft
= 4,196 cuft
Hyd No. 3 — Hyd No. 2 __ii li;li II Total storagetused=-4,196:cuft—_I
Q (cfs)
3.00
2.00
1.00
0.00
0
ime (min

I
Hydrograph Report
1
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Monday, May 21, 2012
Hyd. No. 5
1-Year, 24-Hour Pre -Developed
Hydrograph type = Rational
Peak discharge
= 0.920 cfs
Storm frequency = 1 yrs
Time to peak
= 10 min
Time interval = 1 min
Hyd. volume
= 552 cuft
Drainage area = 0.800 ac
Runoff coeff.
= 0.3
Intensity = 3.832 in/hr
Tc by User
= 10.00 min
OF Curve = RockyMount.IDF
Asc/Rec limb fact
= 1/1
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
000
0 2
Hyd No. 5
1-Year, 24-Hour Pre -Developed
Hyd. No. 5 -- 1 Year
4 6 8 10 12
14 16 18
r — 1
MAY 2 ? Zu12
20 v V V
Time (min)

2
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Monday, May 21, 2012
Hyd. No. 6
1-Year, 24-Hour Post -Developed
Hydrograph type = Rational
Peak discharge
= 2.947 cfs
Storm frequency = 1 yrs
Time to peak
= 5 min
Time interval = 1 min
Hyd. volume
= 884 cuft
Drainage area = 0.800 ac
Runoff coeff.
= 0.75
Intensity = 4.912 in/hr
Tc by User
= 5.00 min
IDF Curve = RockyMount.IDF
Asc/Rec limb fact
= 1/1
Q (cfs)
3.00
2.00
1.00
0.00 --'
0
1 2
— Hyd No. 6
1-Year, 24-Hour Post -Developed
Hyd. No. 6 -- 1 Year
3 4 5 6 I— 7�8 9-
- I
MAY 2 a-jZ i
Q (cfs)
3.00
2.00
1.00
-N.- 0.00
10
Time (min)

Hydrograph
Report
3
Hydraflow Hydrographs Extension for AutoCADO Civil 3D® 2009 by Autodesk, Inc. v6.066
Monday, May 21, 2012
Hyd. No. 7
1-Year Thru Pond
Hydrograph type
= Reservoir
Peak discharge
= 0.009 cfs
Storm frequency
= 1 yrs
Time to peak
= 10 min
Time interval
= 1 min
Hyd. volume
= 796 cuft
Inflow hyd. No.
= 6 - 1-Year, 24-Hour Post -Developed
Max. Elevation
= 32.26 ft
Reservoir name
= BMP Pond
Max. Storage
= 881 cuft
Storage Indication method used
2.00
1.00
0.00 -,
0
300 600
Hyd No. 7
1-Year Thru Pond
Hyd. No. 7 -- 1 Year
900 1200 1500 1800 2100 2400 2700
— Hyd No. 6 77771171 - ; Total storage used = 881 cult
MAY 22,201Z -
Q (cfs)
3.00
2.00
1.00
1 0.00
3000
Time (min;

'Hydrograph Report
E
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, May 2, 2012
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Peak discharge =
1.424 cfs
Storm frequency =
10 yrs
Time to peak =
722 min
Time interval =
2 min
Hyd. volume =
4,283 cult
Drainage area =
0.800 ac
Curve number =
46.3
Basin Slope =
0.0 %
Hydraulic length =
0 ft
Tc method =
USER
Time of conc. (Tc) =
10.00 min
Total precip. =
7.17 in
Distribution =
Type II
Storm duration =
24 hrs
Shape factor =
484
Q (Cfs)
2.00
191p1
BMP Pre -Developed
Hyd. No. 1 -- 10 Year
120 240 360 480 600 720 840
— Hyd No. 1
9601, 1080 r 1200--1320-�1440
MAY 2 2 2012 '
Q (Cfs)
2.00
1.00
—1 0.00
1560
Time (min)

•Hydrograph Report
0
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
10 yrs
Time interval =
2 min
Drainage area =
0.800 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
7.17 in
Storm duration =
24 hrs
BMP Post -Developed
Wednesday, May 2, 2012
Peak discharge = 6.316 cfs
Time to peak =
716 min
Hyd. volume =
13,087 cuft
Curve number =
79.6
Hydraulic length =
0 ft
Time of conc. (Tc) =
5.00 min
Distribution =
Type II
Shape factor =
484
Q (cfs) Q (cfs)
Hyd. No. 2 -- 10 Year
7.00 7.00
6.00 6.00
5.00 5.00
4.00 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 12001320
— Hyd No. 2 Time (min)
2��2 �
MAY 2 2 —�

Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Pond
Hydrograph type
= Reservoir
Storm frequency
= 10 yrs
Time interval
= 2 min
Inflow hyd. No.
= 2 - BMP Post -Developed
Reservoir name
= BMP Pond
Storage Indication method used.
Q (cfs)
7.00
. 10
5.00
f_XIIIIlt11
3.00
2.00
1.00
0.00
0 600
Hyd No. 3
Post Through Pond
Hyd. No. 3 -- 10 Year
1200 1800 2400
— Hyd No. 2
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Id
Wednesday, May 2, 2012
= 0.259 cfs
= 800 min
= 11,093 cuft
= 33.87 ft
= 8,316 cuft
Q (cfs)
7.00
�1
1&111X
io]
3.00
2.00
1.00
0.00
3000 3600 4200 i 4800 5400 _ __6000
11 li uli I, Time (min
Total storage used 8,316 cu l 2 2012

Hydrograph Report
rl
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
50 yrs
Time interval =
2 min
Drainage area =
0.800 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
10.60 in
Storm duration =
24 hrs
Q (cfs)
4.00
01
2.00
1.00
BMP Pre -Developed
Hyd. No. 1 -- 50 Year
120 240 360 480 600 720 840 ' 960
Hyd No. 1
Wednesday, May 2, 2012
Peak discharge = 3.866 cfs
Time to peak =
722 min
Hyd. volume =
10,329 cuft
Curve number =
46.3
Hydraulic length =
0 ft
Time of conc. (Tc) =
10.00 min
Distribution =
Type II
Shape factor =
484
1080 1200 1320 1440
MAY 2 2 2012
--�
Q (cfs)
4.00
3.00
2.00
1.00
—1 0.00
1560
Time (min)

Hydrograph Report
E
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
50 yrs
Time interval =
2 min
Drainage area =
0.800 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
10.60 in
Storm duration =
24 hrs
Q (cfs)
12.00
r
10.00
RXIIIIIIIl
51 80
4.00
2.00
0.00
0 120
— Hyd No. 2
BMP Post -Developed
Hyd. No. 2 -- 50 Year
240 360 480 600 720
Wednesday, May 2, 2012
Peak discharge = 10.27 cfs
Time to peak =
716 min
Hyd. volume =
21,899 cuft
Curve number =
79.6
Hydraulic length =
0 ft
Time of conc. (Tc) =
5.00 min
Distribution =
Type II
Shape factor =
484
L
0---10802 2012
Q (cfs)
12.00
10.00
1I,
6.00
4.00
2.00
0.00
1200
Time (min)

Hydrograph
Report
Hydraflow Hydrographs Extension
for AutoCAD® Civil 300 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Pond
Hydrograph type =
Reservoir
Storm frequency =
50 yrs
Time interval =
2 min
Inflow hyd. No. =
2 - BMP Post -Developed
Reservoir name =
BMP Pond
Storage Indication method used.
Post Through Pond
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
ii
Monday, May 7, 2012
= 3.213 cfs
= 724 min
= 19,865 cuft
= 34.41 ft
= 11,375 cuft
Q (cfs) Hyd. No. 3 -- 50 Year Q (cfs)
12.00
12.00
10.00
10.00
8.00
8.00
6.00
6.00
4.00
Y
4.00
2.00
5
2.00
0.00
n nn
120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560 1680
Hyd No. 3 —Hyd No. 2-'Iiiil Total storage used=-14,375.cuft Time (min)
MAY 2 2 ,2012

L7i-4ss (Alone(
wscoar.
was aaic.
aa. s�armxmaua os�.iax.as.w a.cs.n[. ssaa msausxn
prosuvuc nesu�rs - - - - --
o.n+>
p; cm rv�l a..�Xnl Oxnp�
l 60
5-0®t
x., sS' e
IMAY 2 2 2012

11*************#h####*****************h#h###t#*#h***#hhh**#*###***#****hkh****#
NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE VERSION 4.3
NORTH AMERICAN GREEN CHANNEL PROTECTION - ENGLISH/S.I.
USER SPECIFIED CHANNEL LINING BACK-UP COMPUTATIONS
#hh#*h***k**k***#***************##**h**#***##**hkh#**h****h***h#h#h*hh**#h***
PROJECT NAME:
COMPUTED BY:
FROM STATION/REACH:
DRAINAGE AREA:
PROJECT NO.:
DATE: 5/2/2012
TO STATION/REACH:
DESIGN FREQUENCY:
INPUT PARAMETERS
Channel Discharge 3.5 cfs (.10 m^3/s)
Peak Flow Period 6 hours
Channel Slope : 0.03 ft/ft (0.03 m/m)
Channel Bottom Width : 1.0 ft (.30 m)
Left Side Slope : 2:1
Right Side Slope : 2:1
Channel Lining : S75 Staple D
Permi. Shear(Tp) :1.55 psf (74.2 Pa)
Phase = 0
*********h****************hhh*******kk****k********k*k**kk*k**kkk****k*******
CALCULATIONS
Initial Depth Estimate = 0.16 * (3.5 /(0.030^0.5))^0.375 = 0.49 ft (.15 m)
Final Channel Depth (after 7 iterations) _ .62 ft (0.19 m)
Flow Area = (1.0 * 0.6)+(0.5 *0.62A2 * (2.0+2.0)) = 1.4 sq.ft (0.1 m^2)
Wet Per. =1.0 +(0.6*(((2.OA2)+1)A.5 +((2.OA2)+1)A.5)) = 3.8 ft (1.1 m)
Hydraulic Radius = (1.4 / 3.8) = 0.4 ft (0.1 m)
Channel Velocity=(1.486/0.052)*(0.4^0.667)*(0.030^.5) = 2.5 fps (0.8 m/s)
Channel Effective Manning's Roughness = 0.052
Calculated Shear (Td) = 62.4 * 0.62 * 0.030 = 1.16 psf (55.5 Pa)
Safety Factor = (Tp/Td) _ (1.55 /1.16) = 1.34
m
MAY 2 .,) 2_019 I

EROSION CONTROL CALCULATIONS
r
MAY !1 2012�1
L_

EROSION CONTROL CALCS (RIP -RAP CALCULATIONS)
Project Information
Project Name: Advance Auto Parts
Project #:
Designed by: Date:
Revised by: Date:
Checked by: Date:
Rip -Rap Apron#1
Pipe Diameter
d=
15
Pipe Slope
s=
0.5 %
Manning's number
n=
0.013
Flow
D=
1 cfs
Velocity
V =
2.00 ft/s
Dissipator Dimensions
All units are in feet
Dissipator pad designed for full flow of pipe
3.
Zone =
Stone Filling Class =
Entry Width ( 3 X Da) _
Length (6 X Do )=
Width (La + Do) _
Min. Thickness =
Min, Slone Diameter=
B
Oa
18 ft
7.5 ft
8.8 It
22inches
6 inches
MAY 2 2 2012
RIP-RAP.xls 5/21/2012 Page 1 of 3

Rip -Rap Apron#2
Pipe Diameter
d=
15 in
Pipe Slope
s=
0.4
Manning's number
n=
0.013
Flow
Q=
1 cfs
Velocity
V =
2.00 ft/s
Dissipator Dimensions
Zone =
Stone Filling Class =
Entry Width ( 3 X Da) =
Length (6 X Do)=
Width (La + Do) =
Min. Thickness =
Min. Stone Diameter-
3.
2
B
3.8 IT
7.5 IT
8.8 ft
22 inches
6 inches
' All units are in feet
" Dissipator pad designed for full Flow of pipe
MAY 2 2 ,2012
RIP-RAP.xls 5/21/2012 Page 2 of 3

Rip -Rap Apron#3
Pipe Diameter
d=
15 in
Pipe Slope
s=
3
Manning's number
n=
0.013
Flow
D=
1 cfs
Velocity
V =
2.00 ft/s
Dissipator Dimensions'
Zone =
Stone Filling Class =
Entry Width ( 3 X AD ) =
Length ( 6 X AD ) =
Width (La + AO) =
Min. Thickness =
Min. Stone Diameter—
3
LI
2
3.8 it
T5 ft
8.8 it
22 inches
6 inches
All units are in feet
Dissipator pad designed for full flow of pipe
I _
Y �
r _
MAY 2 2 2012
RIP-RAP.xls 5/21/2012 Page 3 of 3

EROSION CONTROL CALCS (SKIMMER BASINS)
Project Information
Project Name:
Advance
Auto Parts
Project p:
Designed by:
Date:
Revised by:
Date.
Checked by:
Date:
Sediment Basin
Drainage Area
Total, AT=
0.8 AC
Disturbed. Ar=
0.8 Ai,
10-year Runoff (Oto)
C =
0.50
Tr=
500 min
ho=
7.20 inhr
Dto=
2.9 eft
Surface Area Required
SA =
325st x Dte
SA=
936 sf
Volume Required
Va =
1800 cf/Ac x Ap
Ve
1,44o of
Sediment Trap Dimensions
L=
45 ft (Spllway fergm)
W=
22 ft (Spilway width)
D =
2.0 ft (Depth of morne)
Side Slopes=
2:1
Gro=
Lm,=
53 It
Lid=
37 ft W
Woa
W.e=
30 It
W.=
14 it
LAN Ratio=
2.0 :1 (must be 2:1 to 6:4)
Elevations
Descriato
Efeapon
Top of Berm
3400 (afro«to fteet,oerd above spillway lrow hei,h0
Emergency Spilhvay
32.50
Sediment Storage
3200.
Cleanoul Mark
3100 (half of stov, heigml o
Bottom
30.00
Provided
SA,=
990 sf > 936
V,=
1.606.0 of > 1,uo
Emergency Spillway-10 Year Storm
he=
T20
Quia
2.88 cfs
h=
0SIt
C. =
3
Lw=
3 ft
1
MAY 2 2 2012
- I

Calculate Skimmer Size
Basin Volume in Cubic Feet 1,508 Cu.Ft Skimmer Size 1.5 Inch
Days to Drain' 3 Days Orifice Radius 0.4 Inch[es]
Orifice Diameter 0.8 Inch[es]
'In NC assume 34ays to drain .
Estimate Volume of Basin Length width
Top of water surface in feet 1 451 22 Feet VOLUME ' 1508 Cu. Ft.
Bottom dimensions in feet 37 14 Feet
Depth in feet 1 21 Feet
r
MAY 22 2012
f

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VepumLFvrGsartr
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MAY 2 2 2012 II'
4

�P�Y�y�vr�t� �rw10
a"ell
11**kkkkkkkkk***kkkkk#kkkkk**k********+************************kk**kkk*kkkk#k*k
NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE VERSION 4.3
NORTH AMERICAN GREEN CHANNEL PROTECTION - ENGLISH/S.I.
USER SPECIFIED CHANNEL LINING BACK-UP COMPUTATIONS
**k*********************kkk*kk*****#**kkk****kkk*k*kkk*****k**kkkkkkkkkkkkkkk
PROJECT NAME:
COMPUTED BY:
FROM STATION/REACH:
DRAINAGE AREA:
PROJECT NO.:
DATE: 5/21 /2012
TO STATION/REACH:
DESIGN FREQUENCY:
k**********#**#**#************#k#*+++++#+++++#kk##*#*********k**#k*******kk**
INPUT PARAMETERS
Channel Discharge : 2.0 cfs (.06 m^3/s)
Peak Flow Period : 6 hours
Channel Slope 0.01 ft/ft (0.01 m/m)
Channel Bottom Width : 1.0 ft (.30 m)
Left Side Slope : 2:1
Right Side Slope : 2:1
Channel Lining : DS75 Staple D
Permi. Shear(Tp) :1.55 psf (74.2 Pa)
Phase = 0
CALCULATIONS
*k###*#####k*********k*kk#k************k*k#******kkk***kk*kk*****************
Initial Depth Estimate = 0.16 * (2.0 /(0.010^0.5))^0.375 = 0.49 ft (.15 m)
Final Channel Depth (after 8 iterations) = .62 ft (0.19 m)
Flow Area = (1.0 * 0.6)+(0.5 *0.62A2 * (2.0+2.0)) = 1.4 sq.ft (0.1 MA 2)
Wet Per. =1.0 +(0.6*(((2.OA2)+1)A.5 +((2.OA2)+1)A.5)) = 3.8 ft (1.1 m)
Hydraulic Radius = (1.4 / 3.8) = 0.4 ft (0.1 m)
Channel Velocity=(1.486/0.052)*(0.4^0.667)*(0.010^.5) = 1.5 fps (0.4 m/s)
MAY 2 2 2012
Channel Effective Manning's Roughness = 0.052
Calculated Shear (Td) = 62.4 * 0.62 * 0.010 = 0.38 psf (18.4 Pa)
Safety Factor = (Tp/Td) = (1.55 /0.38) = 4.03
u

ze,
Ax
....... ...
al
s
A /Y
---------
[NMI
M11,502, 22OW
n"t
-----------
4, J�tj sc c p
...... VICINM MA
. ..... - - 4. 3D6
COXMOL PW
NARRATIVE
7=z
FROSION (()NTRQI. NOTES: HWN NorESi

092
xounaawaas vv
ot 2 i
p
V%
%4
* 179

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 2011-02306 County: Pender U.S.G.S. Quad: Hampstead
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Propertv Owner: Lanwillo Development Co. ALent: Hartzog holdings, LLC
Attu: Mr. Lonnie Williams Attn: Collins Hartzog
Address: 1'D Box 2088 Address: 109 Still Wild Ln
Wilmington North Carolina 28402 Elgin, South Carolina 29045
Size and location of property (water body, road name/number, town, etc.): The property is located on the east side of US 17,
at the northeast quadrant of its intersection with Headwaters Drive in Hampstead Pender County, North Carolina. Latitude:
34.363675 Lon2itude:-77.711704
Description of projects area and activity: This permit verifies the permanent impact to 0.09 acres of wetlands and 0.01 acres of
relatively permanent waters for the construction of an Advanced Auto Parts development and associated parkins'_ areas. The
proiect must be conducted in accordance with the attached permitted plans.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 39
SEE ATTACHED NATIONWIDE AND SPECIAL CONDITIONS.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with your
submitted application and the attached conditions and your plan dated 4/12/2012 . Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal comities subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management .
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, an of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Crystal Amschler at 910- 51
Corps Regulatory Officia Date: 5/1112012
Expiration Date of Verification: 5/11/2014
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the attached customer Satisfaction Survey or visit http://pert nvp usnce ztrmv nail/survey html to complete the survey
online.
Cop},1 umished ,t f r
z„ Land Management Group
i'YAttn:r.Kimr�W�lllamsr
"Wilinirig[ori;:N, C'28402
MAY 2 2 2�12

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five year from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued - Action ID _
Basis For Determination
The site exhibits features with Ordinary High Water and wetland criteria as defined in the 1987 Corns Wetland Delineation
Manual and appropriate Re Tonal Supplement. The waters on -site include unnamed tributaries to Mill Creek — all seasonal
Relatively Permanent waters that flow into Mill Creek which becomes a Traditionally Navigable Water — and abutting and
adjacent wetlands This determination is based on a site visit by David E. Bailey of the U.S. Armv Corps of Engineers on
12/7/2011.
Remarks.
Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wettand determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C
above).
']'his correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal raider Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Anny Corps of Engineers
South Atlantic Division
Attn: Jason Steele. Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 7/10/2012
**It is not necessary to submit an RFA form to the D'visio ice if you do not object to the determination in this correspondence"
Corps Regulatory Official:
Date: 5/11/2012 Expiration Date: 5/11/2017 4HA, - 2 �Q'j�

t;, J. M7 1 1i2i s a F - t t t iv )C t -i ryt 3
t' a a i; L❑ R t i ii.
OTIFICATION OF. ADMINISTRATIVE APPEAL OP rIONS AND PROCESS AND',
E' i' r' j4r,
r
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'RLQUESTFORAPPEALir t '•tst, f5ti22io
=izt
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,}A, ti}..i i.a. ,...rv..:.P
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Applicant: Hartzog Holdings, LLC File Number: 2011-02306
Date: _5/11/2012
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
❑
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
❑
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
❑
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SI"CTIONI.- The following identifies your rights and options regarding an administrative appeal or the aoove nee ston. I
Additional informationmay be found at hitp://www.usace.army.iiiil/incUfunctions/ew/c&wo/re or
Corps regulations at 33 CFR Part 331 -
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
MAY 2 2 2012

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: Ifyou disagree with the approved JD, you may appeal the approved 1D under the Corps of Engineers
This form
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer.
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary 1D is not appealable- If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: "The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF, CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
District Engineer, Wilmington Regulatory Division
CESAD-PDO
Attn: Crystal Amschler, Project Manager,
U.S. Army Corps of Engineers, South Atlantic Division
Wilmington Regulatory Field Office
60 Forsyth Street, Room IOM15
69 Darlington Ave
Atlanta, Georgia 30303-8801
Wilmington, North Carolina 28403
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the o portunit to artici ate in all site investi ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Crystal Amschle , 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone] MAY 2 2 201Z

Action ID Number: 2011-02306 County: Pender
Permittee: Hartzog Holdings, LLC
Date Permit Issued: 5/11/2012
Project Manager: Crystal Amschler
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403-1343
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
CESAW-RG
Date
i
- - I
MAY 2 2 zo12

1#�11Jill111111111111JI1111111t�II��f B3723 P0232P; 05 00a
of 4
Foye Teachey Prevatte Realater of Oeeda
12-30-I009 12:05:52,000 Pender Cov,ty, NC
NC REVENUE STAMP: S022/.00 (47039)
320-Ba-if-W)� 34J
3a4d_
I PIN
DA H �Pa — bs 1NT
Excise Tax: S6 22 I Tax LoNPamcl ID No.
PWI after recording to: Lg1twillo Development omoa P Drawer 208E Wilmington NC 28402
This instrument was prepared by: MARSRALL WILLIAM & a HAA r r a
Brief Description For The Index:
4 Tracts — U. S. Highway 17 & Headwaters Drive
Area — Lanwillo Prop.
TRUSTEE'S DEED
GRANTOR I GRANTEE
LONNIE B. WILLLIMS, JR., LANWD.LO DEVELOPMENT COMPANY
Trustee (a North Carolina corporation)
P. O. Drawer 2098
Imington, NC 28402
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors
and assigns, and shall include singular, plum[, masculine, feminine or neuter as required by context
THIS TRUSTEE'S'DEED, made this 296 day of December, 2009, by and between LONNIE B.
WILLIAMS, JR., Trustee under the Deed of Trust hereinafter mentioned, of New Hanover County,
North Carolina, hereinafter called the "Grantor", and LANWILLO DEVELOPMENT COMPANY (a
North Carolina corporation), hereinafter called the "Grantee";
WITNESSETH:
WHEREAS, on July 30, 2005, Ashley Turner Building Co., Inc. (the "Debtor"), executed and
delivered a Promissory Note (the "Note") evidencing its indebtedness to Lanwillo Development Company
in the original principal amount of $2,550,000.00; and

I�IIIIIIIIIIIIIIIIIIY. II�IIIIII111illll, 0233o ;i`.
B312 -0 P
WHEREAS, Debtor executed a Deed of Trust dated July 30, 2005, and recorded in Book 2736,
Page 070, of the Ponder County Registry (the "Deed of Trust"), conveying certain real property
conveyed herein (the "Property") in Pender County to Lonnie B. Williams, Jr., Trustee, for the benefit of
Lonwillo Development Company, to secure the Note; and
WHEREAS, a partial interest in the property described in the Deed of Trust was conveyed by
Ashley 'tumor Building Co., Inc. to LoBall, LLC by deed dated May 29, 2008, and recorded in Book
3470, Page 236, in the Pender Counry Registry, subject to the prior lien of the Deed of Trust; and
WHEREAS, default having occurred in the payment of the indebtedness secured by the Deed of
Trust and in the performance of the stipulations and conditions therein contained, due demand was made
upon Grantor, by the owner and holder of the indebtedness secured by the Deed of Trust, that the
Grantor foreclose the Deed of Trust and sell the real property described therein under the terms and
provisions thereof and the laws of (he State of North Carolina; and
WHEREAS, under and by virtue of the power and authority in him vested by the Deed of Trust
and according to the terms and the stipulations of the same, and pursuant to the Order of the Clerk of
Superior Court of Pender County in that certain FORECLOSURE PROCEEDING, entitled 09-SP-299,
wherein the Clerk of Superior Court of Pander County, North Carolina authorized Grantor to proceed
under the Deed of Trust and sell the Property, the Greater, on October 13, 2009, at 11:00 A.M., did
expose the Property for sale at public auction at the Pender County Courthouse; and
WHEREAS, subsequent to the dale of the hearing and of the Notice of Sole, but prior to the dote of
the actual foreclosure sale, Long 2, LLC purported to acquire an ownership interest in the subject real
estate by Substitute Trustee's Deed from Charles T. Busby, Substitute Trustee, dated September 29, 2009,
and recorded September 29, 2009, in Book 3689, Page 0039, in the Pender County Registry; and
WHEREAS, In order to be certain of compliance with the notice requirements of N.C.G.S. §45-
21.17, and to provide due notice to Long 2, LLC prior to the sole, the foreclosure sale held on October 13,
2009, was set aside by Order Setting Aside Sole and Authorizing Resole entered by the Pender County
Clerk of Superior Court on November 13, 2009; and
WHEREAS, after due notice, the Grantor conducted a resale and did expose the Property for sale
at public auction at the Pender County Courthouse on December 10, 2009, at 11:00 A.M.; and
WHEREAS, Gramar duly reported the sale to the Clerk of Superior Court for Pender County on
December 10, 2009, wherein lanwillo Development Company ("Grantee"), was the highest bidder with
a bid of $3,111,717.27 (the "Credit Bid"), and thereafter sold sale remained open ten (10) days as by law
required; and
WHEREAS, no upset bid was made within the time allowed by low; and
WHEREAS, the Purchase price has been fully paid.
NOW, THEREFORE, in consideration of the premises and die payment of the purchase price, the
receipt of which is hereby acknowledged, end pursuant to the authority vested in him by the terms of the
Deed of Trust, Grantor dots hereby bargain, sell, grant and convey unto Grantee and its successors and
assigns, all of that certain real property located in Topsail Township, Pender County, North Carolina,
and more particularly described on EXHIBIT A — PROPERTY DESCRIPTION attached hereto and
incorporated herein by this reference.

IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIII �123 PO ,, -2009
ptnder County, Ne ..M., of ands peat 3 or 1
SUBJECT TO any and all prior liens, unpaid taxes, special assessments, restrictions, easements of
record, and other encumbrances, if any.
TO .HAVE AND TO HOLD the said Property, together with all rights, privileges and
appunenances as thereunto belonging unto the Grantee, its successors and assigns, forever, in as PoII and
ample manner as Grantor, as Trustee, is authorized and empowered to convey.
The Property is specifically conveyed "AS IS, WHERE IS." Grantor makes no representation or
warranty relating to the title or any physical, environmental, health or safety conditions existing in, on, at
or relating to the Property, and any and all responsibilities or liabilities arising out of or in any way
relating to any such conditions expressly are disclaimed.
IN WITNESS WHEREOF, Grantor, Trustee under the Deed of Trust, has hereunto set his hand
and affixed his seal on the day and year first above written.
��� SEAL)
L NNIEB. WILLIAMS, JR,—Trustee
STATE OF NORTH CAROLINA
COUNTY OF Nsw HANOVER
11 Billie Peterson a Notary Public of Brunswick County, North
Carolina, certify that Lonnie B. Williams, Jr., Trustee (the "Signatory"T personally came before me this
day and acknowledged the execution of the foregoing instrument.
I certify that the Signatory personally appeared before me this day, and
I have personal knowledge of the identity of the Signatory.
The Signatory acknowledged to me that he voluntarily signed the foregoing document for the
Purpose stated therein and in the capacity indicated.
Witness my hand and official stomp or seal, this 29th day of December, 2009.
[NOTARY SEAL)
,a\yE PET rhr4
Eigsy'�
�t;nas tme oFE'otnry Public
sI
Billie Peterson
00TAF4,
Typed or Printed Name of Notary Public
pVBLIC
My Commission Expires: aroarval
No
3
a,. COU ,.

Jill III R23T.?q j%I iai'oaa
R•ntl.r Ca, tv. NC Raolstor of 0o". aaco / of 4
E7�IT
PROPERTY DESCRIPTIO
Located in Topsail Township, Pender County, North Carolina, and more particularly
described as follows:
Tact 1:
All of that certain tract containing 8.29213 acres, mom or less, located along the
southeastern right-of-way line of U. S, Highway 17 at its intersection with the
southwestern right-of-way line of Headwaters Drive, as shown on a certain map
entitled "Map of Survey of Mill Creek Ridge at Deerfield, Section 5 Consisting of
Lots 206-227" recorded in Map Book 34, Page 011, in the Pender County
Registry, reference to which is hereby made for a more particular description.
Trnct 7:
All of that certain tract containing 12.35670 acres, more or less, located along the
southeastern right-of-way line of U. S. Highway 17 at its intersection with the
northeastern right-of-way line of Headwaters Drive, as shown on a certain map
entitled "Map of Survey of Mill Creek Ridge ut Deerfield, Section 5 Consisting of
Lots 206-22T' recorded in Map Book 34, Page 011, in the Pender County
Registry, reference to which is hereby made for a more particular description.
Tract 3:
All of that certain tract containing 6.6082 acres, more or less, located immediately
to the southeast and adjoining that 12.35670 acre parcel referred to as "Tract 2"
hereinabove, as shown on a certain map entitled "Map of Survey of Mill Creek
Ridge at Deerfield, Section 5 Consisting of Lots 206-22T' recorded in Map Book
34, Page 011, in the Pender County Registry, reference to which is hereby made
for a mom particular description.
Tract 4:
All of that certain tract containing 0.31216 acre, more or less, located along the
northeastern right-of-way line of Headwaters Drive, and immediately to the
southeast and adjoining that 12.35670 acre parcel referred to as "Tract 2"
heminabove, as shown on a certain map entitled "Map of Survey of Mill Creek
Ridge at Deerfield, Section 5 Consisting of Lots 206-227" recorded in Map Book
34, Page 011, in the Pender County Registry, reference to which is hereby made
for a more particular description.
EXHIBIT A
Page I of 1

w
FENDER COUNTY He 09/02/2005
$5500.00 FILED
STAIIQgrtt
pPP°uNA ExcisesTan Cl5 AUG —2 PI1 3: 46
JNGE M.SWICEGOOD
REGISTER OF DEEDS
dM9..RC0uliTY,NC
3a�a y_13cxr,J
3a �a -as �� •�t�
PIN$�i�_SS=78f�_otx,u
DATE, ti' tJT_� 11�
J�
'Rr.VSj
TAX
3-15"Oo .
BH2736PG.066
Verified
7 800d
Rele, Deeds
P ty, NC
GRANTEE'S ADDRESS: Ashley Turner Building Co., Inc.
181 Cleveland Crossing Drive
Garner,NC 27529
PREPAIFh� BY: /MARSHALL, WILLLAMS & GORHAM, LLP
V P. 0. Dmwer 2088, Wilmington, NC 28402
BRIEF DESCRIPTION: 4 Tracts —U. S. Hwy. 17 & Headwaters Drive Area— Lamvillo
Property
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF FENDER
THIS DEED,.made and entered into this 291b day of July, 2005, by and between
LANVMLO DEVELOPMENT COMPANY (a North Carolina corporation), hereinafter called
GRANTOR, and ASBILEY TURNER BUILDING CO., INC. (a North Cnrolina corporation),
hereinafter called GRANTEE (the designations Grantor and Grantee as used herein shall include said
parties and their heirs, successors, and assigns, and shall include singular, plural, masculine,
feminine, or neuter, as required by context),
WITNESSETH:
The GRANTOR, for a valuable consideration paid by the GRANTEE, the receipt ofwhich is
hereby acknowledged, has and by these presents does grant, bargain, sell, and convey unto the
GRANTEE in fee simple, all that certain real property located in Topsail Township, Pender County,
North Carolina, and more particularly described on EXHB3IT A attached hereto and incorporated
herein by this reference.
TO HAVE AND TO HOLD the above granted and described property, together with all
privileges, casements, tenements and appurtenances thereto belonging, to the GRANTEE in fee
simple.
And the GRANTOR covenants with the GRANTEE, that the GRANTOR is seized of the
premises in fee simple, has the right to convey the same in fee simple, that title is marketable and
free and clearof all encumbrances, and that GRANTORwill warrant and defend the title againstthe
lawflrl claims of all persons whomsoever, except forthe exceptions hereinafter stated. Title to the
1 / 1/411 11 1

EK2136PG067
property herainabove described is subject to those exceptions set forth on E)MM17 B attached
hereto and incorporated herein by this reference.
IN TESTIMONY WIIEREOF, the GRANTOR has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year
first above written.
LANWILLO DEVELOPMENT COMPANY
/!Oeu , N / . // ✓/ice
STATE OF NORTH CAROLINA
COUNTY Or NEW HANOVER
I, r1AellP A — R PP.Grct. a Notary Public for said County and State, certify that
Lonnie B. Williams, Jr. personally appeared before me this day and acknowledged that he is
Secretary of Lanwlllo Development Company (a North Carolina corporation), and that by
authority duly given and as the act of the corporation the foregoing instrument was signed by its
President sealed with its corporate seal, and allested by himself as its Secretary.
This the -A_L' = day of July, 2005
� • � •� Notary Public
NOTARY 1,31 My Co ssion fires:
PUBLIC ; _ , y -
The foregoing certificate of to �La• PD a Notary Public, is certified to be
correct. This instrument and this certificate are duly regist red nt the date and time and in the Book
and Page shown on the first page hereof
JOYC#81- ElytSWIICEGOOD -REGISTER OF DEEDS FOR PENDER COUNTY
By: Deputy/Asshteni-Register ofDeeds

BK2736PG068
ROPERTY DESCRIPTIO
Located in Topsail Township, Pander County, North Carolina, and more
particularly described as follows:
Tract
All of that certain tract containing 8.29213 acres, more or less, located
along the southeastern right-of-way line of U. S. Higbway 17 at its
intersection with the southwestern right-of-way line of Headwaters Drive,
as shown on a certain map entitled "Map of Survey of Mill Creek Ridge at
Deerfield, Section 5 Consisting of Lots 206-22T' recorded in Map Book
34, Page 011, in the Pender County Registry, reference to which is hereby
made for a more particular description.
Tract 2:
All of that certain tract containing 12.35670 acres, more or less, located
along the southeastem right-of-way line of U. S, Highway 17 at its
intersection with the northeastern right-of-way line of Headwaters Drive,
as shown on a certain map entitled "Map of Survey of Mill Creek Ridge at
Deerfield, Section 5 Consisting of Lots 206-22T' recorded in Map Book
34, Page 011, in the Pender County Registry, reference to which is hereby
made for a more particular description.
Tract 3
All of that certain tract containing 6.6092 acres, more or less, located
immediately to the southeast and adjoining that 12,35670 acre parcel
referred to as "Tract 2" hereieabove, as shown on a certain map entitled
"Map of Survey of Mll Creek Ridge at Deerfield, Section 5 Consisting of
Lots 206-227" recorded in Map Book 34, Page O11, in the Pender County
Registry, reference to which is hereby made for a more particular
description.
Tract 4:
All of that certain tract containing 0.31216 acre, more or less, located
along the northeastern right-of-way line of Headwaters Drive, and
immediately to the southeast and adjoining that 12.35670 acre parcel
referred to as "Tract 2" here'utabove, as shown on a certain map entitled
"Map of Survey of Mill Creek Ridge at Deerfield, Section 5 Consisting of
Lots 206-22T' recorded in Map Book 34, Page 011, in the Pender County
Registry, reference to which is hereby made for a more particular
description.
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Page t ar 1

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1. Ad valorem taxes for the year 2005 and subsequent years.
2. All existing utility easements of record, as well as those presently on the
ground.
3. All existing highway and street rights -of -way, including without limitation
the existing right-of-way ofU. S. Highway 17.
4. Right -of --Way to Carolina Power & Light Company recorded in Book 458,
Page 164, in the Pender County Registry.
5. All drainage easements affecting the subject property, including without
limitation all such easements shown on any recorded map or maps
depicting any portion of the subject property.
6. All rights to the free and unfettered flow of all creeks and branches located
upon, along, or adjacent to any portion of the subject property.
7. Parcel conveyed to BellSouth Telecommunications, Inc. by instrument
dated February 3, 1998, and recorded in Book 1369, Page 326, in the
Pander County Registry.
8. Local, county, state, and federal government laws and regulations relative
to zoning, subdivision, occupancy, use, construction, and development of
the subject property.
EXHIBIT B
Pogo 1 or 1

Acknowledgement and Agreement
For Replacement Property
This Acknowledgement and Agreement is entered into by and between Taco Properties,
Inc. ("Exchangor') and QISS, LLC ("Intermediary").
Intermediary, as Purchaser entered into an Agreement of Purchase (as may have been
amended) effective July 30, 2014 with CK1, LLC as Seller ("Seller"); said agreement, together with
any and all assignments and amendments thereof (collectively the "Purchase Agreement"), is
incorporated herein by this reference.
Exchanger and Intermediary have executed an Exchange Agreement in which
Intermediary has agreed to acquire the subject property of the Purchase Agreement (the
"Replacement Property") and to transfer it to Exchangor, in consideration of Exchangor's transfer
of certain other property to Intermediary.
NOW, THEREFORE, the parties agree:
1. Exchangor and Intermediary hereby acknowledge and agree that Intermediary's
interests, rights, duties and obligations under the Purchase Agreement to purchase the Replacement
Property from Seller arc for the benefit of Exchangor under the Exchange Agreement obligation
and duly to purchase the Replacement Property from Seller under the Purchase Agreement. In
connection with such assignment, Intermediary is hereby substituted in place of Exchangor under
the Purchase Agreement solely for the purpose of purchasing the Replacement Property from
Seller in order to facilitate the Exchange.
2. The acknowledgments and agreements of Exchangor and Intermediary set forth herein
shall survive the closing and recordation of any grant deed or other instrument in connection
therewith.
3. This Assignment may be executed in counterparts, each of which shall be deemed an
original, but all of which, when taken together, shall constitute but one and the same instrument.
4. This Assignment may be executed by any or all of the parties hereto and delivered to
Intermediary by facsimile and Intermediary is hereby authorized to act upon all such facsimile
copies as if they were originals.
EXCEPT AS EXPRESSLY MODIFIED OR AMENDED HEREIN, ALL TERMS AND
CONDITIONS OF THE PURCHASE AGRFFMF,NT SHALL REMAIN UNCHANGED.
IN WITNESS WHEREOF, the parties have executed this agreement on the date indicated by each
signature.
Exchan r: Sharon T. Matthews Living Trust u/a dtd 3/17/1993
By: 10Vt4V J.
Sharon T. Matthews, rustee
Interco ary: ,
By:f�
DT Scer orou II, Me er-Ma @ger