SW8081114_HISTORICAL FILE_20170215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O till'}
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2011 0215
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
secretary
TRACY DAVIS
Director
February 15, 2017
Jeff Beaudoin
PO Box 538
Hampstead, NC 28443
Subject: State Stormwater Management Permit No. SW8 081114 and Permit Extension
Hampstead Commons
High Density Subdivision Wet Detention Pond Project
Pender County
Dear Mr. Beaudoin:
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this permit references DEMLR as the Division responsible for issuance of the
permit.
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for Hampstead Commons on February 14, 2017. 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 modified Permit No. SW8
081 114 dated February 15, 2017, for the construction, operation and maintenance of the BMP's and built -
upon area associated with the subject project.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010. The
law extended the effective period of any stormwater permit that was set to expire during this time frame
to three (3) years from its current expiration date. On August 2, 2010, the Governor signed Session Law
2010-177, which granted an extra year for a total of four (4) years extension. Accordingly, this permit
sh211 now be effective from the date of issuance until April 9, 2020, which includes all available
exeensions. The permittee and/or project remain 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
changing ownership, transferring the permit, and renewing the permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to record deed restrictions,
to certify the BMP's, to transfer the permit, or to renew the permit, will result in future compliance
problems.
The following modifications are included and covered by this permit:
1. The subdivision of the tract to create Tract B which will receive an offsite permit to drain to the
pond approved under this permit.
2. The expansion of the previously approved pond to treat the runoff from the entire property.
3. Change to the site layout for the remaining tract to a residential subdivision.
Stateof North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardmal Dnve Extension I Wilmington. NC 28405
910 796 7215

State Stormwater Permit No. SW8 081114
Page 2 of 2
If any parts; requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes; and
must be filed with the OAH within thirty (30) days of receipt of this permit. 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 -vww.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 Christine
Hall in the Wilmington Regional Office, at [phone]
Sincerely,
I
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & ProjeeLs\2008\081114 HD\2017 02 permit 081114
cc: Aaron Beckner, Paramounte Engineering
Pender County Inspections
Pender County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resowus
Wilmington Regional Office 1127 Cardinal Drive Exlenson ! wBlmington, NC 28405
9W 7967215

State Stormwater Management Systems
Permit No SW8 081114
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Jeff Beaudoin
Hampstead Commons
Country Club Lane and Transfer Station Road Extension, Hampstead, Pender County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter 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 Energy,
Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
This permit shall be effective from the date of issuance until April 9, 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.
The subdivision is permitted for 72 single family lots, each allowed a maximum of
3,800 square feet of built -upon area. The subdivision is also permitted for a single
commercial tract, Tract B, which has been allocated a maximum of 198,000 square
feet of built -upon area.
3. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.11 of this permit. The runoff from all built -upon area within
the permitted drainage area of this project must be directed into the permitted
stormwater control measure. The stormwater control measure has been designed to
handle the runoff from 584,746 square feet of impervious area.
4. The maximum built -upon area allowed for the entire subdivision is 584,746 square
feet.
Page 1 of 9

State Stormwater Management Systems
Permit No SW8 081114
Per Session Law 2015-149: A 5-foot-wide unpaved walking trail around the pond
forebay has been demonstrated to be a pervious surface. The underlying soil must
not be mechanically compacted prior to installation. If, in the future, this walking trail is
found to no longer be pervious through resurfacing, a plan revision or modification will
be required. Any future trails proposed within this development will need prior
approval from the Division in order to demonstrate that the improvements are still
considered pervious under the latest definition of built -upon area.
6. The drainage area will be limited to the amount of built -upon area indicated in Sections
1.3 and 1.11 of this permit, and per approved plans. The built -upon area for on -site
future development is limited to 12,130 square feet.
7. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
8. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
9. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
10. Prior to the discharge of stormwater runoff from Tract B into the approved stormwater
system, the permittee shall ensure that the owner of the lot has obtained a separate
Offsite Stormwater Management Permit.
11. The following design criteria have been permitted for the wet detention pond and it
must be provided and maintained at the design condition.
a.
Drainage Area, acres:
Onsde, ft2:
Offsite, ft2:
2855
1,243,638
0
b.
Total Impervious Surfaces, ft2.
Onsite, ft2
Tract B, ft2.
Offsite, ft2
584,746
386,746
198,000
0
Ic
Average Pond Design Depth, feet.
3.0
d
TSS Removal Efficiency:
90%
e.
Design Storm, inches:
1 5
f
Permanent Pool PP Elevation, FMSL
26.0
Permitted PP Surface Area, ft2:
124A65
h
Temporar Storage torage Elevation. FMSL
26.75
i
Permitted Storage Volume, ft3:
95,304
j
Predevelopment 1 yr-24 hr discharge
rate, cfs
4.78
k
Controlling Orifice, inch H pipe
6.0
1
Orifice Flow Rate, cfs:
047
m
PP Volume, ft3
448,805
n
Forebay Volume, ft3
91,675
o
Maximum Fountain Horsepower
1
p
Receiving Stream/River Basin
UT to Old Topsail
Creek
q
Stream Index Number
18-87-12
r
Classification of Water Body
SA, HOW
Page 2 of 9

It. SCHEDULE OF COMPLIANCE
State Stormwater Management Systems
Permit No SW8 081114
II
No person or entity, including the permittee
stormwater system shown on the approved
approved of the revised plan
shall alter any component of the approved
plans unless and until the Division has
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is 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.
Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 081114, as issued by the
Division of Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
c These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f. The maximum built -upon area per single family lot is 3,800 square feet. The
maximum built -upon area for Tract B is 198,000 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and
the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters, which
drain to the pond or street, grading the lot to drain toward the street or directly
into the pond, or grading perimeter swales and directing them into the pond or
street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rules is
subject to enforcement procedures as set forth in G.S. 143, Article 21.
k. If the ownership of Tract B is not retained by the permittee, a separate Offsite
Stormwater Management Permit application package must be submitted to the
Division and receive a permit prior to any construction on the lot
A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
Page 3 of 9

State Stormwater Management Systems
Permit No SW8 081114
6. If permeable pavement BUA credit is desired, the permittee must submit a request to
modify this permit to incorporate such language as required by the Division. The
request to modify must include a proposed amendment to the deed restrictions and
protective covenants for the subdivision, and a soils report identifying the type of soil,
the Seasonal High Water Table elevation and the infiltration rate. Upon the successful
completion of a permit modification, the individual lot owners that request to utilize
permeable pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of the
permeable pavement.
7. The permittee shall review all lot plans for new construction and any subsequent
modifications and additions, for compliance with the conditions of this permit. The
permittee shall not approve any lot plans where the maximum allowed built -upon area
has been exceeded, or where revisions to the grading or to the storm drainage system
are proposed unless and until a permit modification has been approved by the
Division.
8. The permittee is responsible for the routine monitoring of the project for compliance
with the built -upon area limits, grading, and the storm drainage system established by
this permit, the permit documents, the approved plans, and the recorded deed
restrictions The permittee shall notify any lot owner that is found to be in
noncompliance with the conditions of this permit in writing, and shall require timely
resolution.
9. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
11. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in this pond is 1
horsepower.
12. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
13. 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.
Page 4 of 9

State Stormwater Management Systems
Permit No SW8 081114
14 All stormwater collection and treatment systems must be located in either public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
15. 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 future BUA listed on the application.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
17. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
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.
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.
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 081114
4 This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
C. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121,
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue 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. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this protect are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 081114
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit modified and reissued this the 1511 day of February 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy. Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 081114
Page 7 of 9

Hampstead Commons
Stormwater Permit No. SW8 081114
Pender County
Designer's Certification
State Stormwater Management Systems
Permit No SW8 081114
Page 1 of 2
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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
'. -All
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 081114
'Certification Requirements:
Page 2 of 2
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/bypass 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/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized 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, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
Pender County Building Inspections
Page 9 of 9

DEMLR USE ONLY
D4te R,,fiN
LF Paid
Permit Number
i
Applicable ales'. 0 Coastal SW - 19 oastal SW - 0 8 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan ;
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form aiay be photocopted 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.):
2. Location of Project (street address):
Driveway Locations off Country Club Lane & Transfer Station Road Extension
City:Hamostead County:Pencier Zip:28443
3. Directions to project (from nearest major intersection):
Approximatley 680 LF southwest of the Avila Drive and Country Club Drive Intersection
4. Latitude:34° 23' 18.24" N Longitude:77° 39' 43.26" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
t Renewals niith roodtfications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 081114 , its issue date (if known)4/2/09 & 12/23/10 , and the status
of construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
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
DEMLR 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: 25.0 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit
issue date and the type of each permitN/A _Q
5. Is the project located within 5 miles of a public airport? ®No ❑Yes 0%..# %
If yes, see S.L. 2012-200, Part Vl: http://Vortal.ncdenr.org/web/ir/rules-and-regulations n t011
Form SWU-101 Version Oct. 31, 2013 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 project):
Applicant/Organization: Jeff Beaudoin
Signing Official & Title:ieff Beaudoin - Owner
b. Contact information for person listed in item la above:
Street Address:PO BOX 538
City:Hampstead
Mailing Address (if applicable):
City:
Phone: [phone]
Emailpbeaudoin©msn.com
State:NC Zip:28443
Fax:
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/i
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
City:
Phone: ( 1
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Orvaniza Linn
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
CityStab
Phone: ( ) Fax:
BY:
4. Local jurisdiction for building permits: Pender County
Point of Contact:Gracie Thomas Phone #. (910 ) 259-1518
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from impervious areas will be collected in roof leaders and catch basins and routed to a wet detention
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 White Oak River basin.
4. Total Property Area: 28.55 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area-:28.55 acres
Total project area shall be calculated to exclude the follotomg the normal pool of unt ounded structures, the area
between the banks of streants and rivers, the area below the Normal High Water (NHM line or Meat High Water
(MHM line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nat -coastal wetlands larudzvard of tlhe NHW (or MHIAg line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 47 %
9. How many drainage areas does the project have?1 (For high densihj, count 1 (or each proposed engineered
sfornrzuater BMP. For low densih) 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
Drain e Arei 1
Drairm e Area
Draina e Area _
Diaina e Area '
Receiving Stream Name
UT Old Topsail
Creek
Stream Class
SA HQW
Stream Index Number *
18-87-12
Total Drainage Area (so
1,243,638
On -site Drainage Area (so
1,243,638
Off -site Drainage Area (s0
0
Proposed Im ervious Area** s
584,746
% Impervious Area** total
47%
Im ervious" Surface Area
Drain eAr"ea'1
Draina e Area _
Drainage Area _
Draina e Area _
On -site Buildings/Lots (so
273,600 (Lots)
On -site Streets, (so
Skqafics £ L— a*i uA..
101,016 (ROW
& Easements)E_
On -site Parking (so
0
tfsy ll.,n 1
On -site Sidewalks (so
0
t1.
d
Other on -site (so
198,000 (Tract B)
G g G
Future (so
12,130
f
Off -site (so
0
Existing BUA*** (so
0
Total (so:
584,746
Stream Class and Index Number can be determined at: lnttp://portal.ncdenr.org oeb/wq/ps/csnn/clnssilications
Form SWU-101 Version Oct. 31. 2013 Page 3 of 6

Imperoiotis areais defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that a count ofexisting BUA that will remain after development. Do not report any existing BUA that
is to be reproved and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Protects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be suhject to more stringent stormwater requirements as per 1 SA 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.
V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. 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 DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http: / / 12ortal.ncdenr.org/ web/ wg / ws/su /map .)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms
does.
nit
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
T/
Form. (if required as per part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
d
/4
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
T-
http//www.envhelp.org/ pages/ onestopexpresshtmI 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 1/2 mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
/ 3
a. Development/Project name.
b. Engineer and firm.
��IV
c. Location map with with named streets and NCSR numbers.
d. Legend.
e. North arrow. FEB 0 2 20��
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of BY:
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.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Ve etated buffers (where re uired)
F. g 9 /A
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration 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 DEMLR to verify the SHWT prior
to submittal, [phone].)
10.
11.
A copy of the most current property deed. Deed book: 4630 Page No: 285
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A 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.
httn://www.secretary.state.nc.us /Corporations/ CSearchaspx
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://portaI.ncdenr.org/web/ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, 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:Aaron T. Beckner
Consulting Firm: Paramounte Engineering, Inc
Mailing Address:122 Cinema Drive
City:Wilmmgton State:NC Zip:28403
Phone: [phone] Fax: (910 ) 791-6760
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has bee f�xd%u7 =Iglu,
section) FEB 0 2 2017
V
I, (prat or type name of person listed in Contact Information, item2a) certify tI
own the property identified in this permit application, and thus give permission to ( t or type name of pers
listed in Contact Information, item la) with (print or type nanie o organza non nste in
Contact Information, item 1 a) 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.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

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 DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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
County of
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
X. APPLICANT'S CERTIFICATION
I, (print or type nurse of person listed in Contact Information, item In) Leff Beaudoin
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 be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: � t.. e ✓" Date: IV
I {�1 t O �� P, Do l pe a Notary Public for the State of NOY4� C6YD1t ►V— County of
- f { 1 (�' V do hereby certify that b feq U 00 ) F i , J 1°-/P personally appeared
before me this -L day of gbf'[A0_ti�_, 201 and acknowledge the due execution of the application for
a stormwater permit. Witness my hanYand official seal, WV CAbt4'3 Vk? -R, t)0-�
r
.
SEAL
My commission
202-1
FEB 0 2 IV
Form S WU-101 Version Oct. 31, 2013 Page 6 of 6

MEMORY TRANSMISSION REPORT
TIME :02-16-2017 14:29
FAX NO.1 :9103502004
NAME :Mainfax
FILE NO. 230
DATE 02.16 14:25
TO :n 97916760
DOCUMENT PAGES 11
START TIME 02.16 14:25
END TIME 02.16 14:29
PAGES SENT 11
STATUS OK

`1 Completeness Review Checklist
Project Name: Y1G�JS�2o� CO rwr�rXsS Received Date..
ate a/ 1
Project Location: orb Accepted Date:
IRule(s) 2008 Coastal
LType
1995 Coastal
Phase II (WiRO) Universal
�1988 Coastal
of Permit: New or
Mod or PR
Existing Permit # (Mod or PR):
nPE
Cert on File?
Density: HD or LD I Type: Commercial or Residential
(% OK?) I Stream Class:
Map I ( (Offsite to SW8 ,
Exempt
Paperwork Emailed Engineer on:
�Supplement(s) (1 original per BMP) BMP Type(s):
❑O&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
❑Application with correct/original signatures Deed
❑Corp or LLC: Sig. Auth. per SoS or letter Email Address: Design Engineer
❑$505 (within 6mo)
n9 � Email Address: Owner
®Soils Report with SHWT Q� a' hR ote to Reviewer:
Calculations (signed/seoled) v� s
No obvious errors n s.����7
nDensity includes common BYrf'as,�etc -Cqv
Restrictions, if subdivided:
Signed & Notarized
Plans
02 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
❑Grading Wetlands: Delineated or No Wetlands
Vicinity Map Flayout (proposed BUA dimensions)
ElLegend DDA Maps 1-1 Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
F-1PE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

PARAMOUNTE
E N G 1 N E E R 1 N G, 1 N C.
1 2 2 CINEMA DRIVE
W I L M ING TO N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDEQ
Dat
1 02.14.17
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Hampstead Life Style Center
Express Stormwater. SW8 081114
Attn:
(.jsj/�
Pro'ectNo.
16191.PE
e ate sendin
® Originals
® Pints
❑ Shop Drawings
® Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
4
24"x 36" Design Documents
1
Response to Comments Letter
2
Form SWU-101 —'MODIFICATION (revised Sheet #3)
1
Wet Basm Supplement
1
Revised Calculations
Issue $tams: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Rewew and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ 'Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc:
Signed:
Aaron T. Beckne'r,-PE---v
EGERVE
FEB 14 2017

o'
pARAM®UNTE
E N G 1 N E E R I N G, I N C
February 14, 2017
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
127 Cardinal Drive Extension rIn
Wilmington, NC 28403 �J��
RE: Hampstead Commons: Express SW8 081114 Pi
FEB 1 2017
Dear Ms. Hall: BY:_
On behalf of Mr. Beaudoin, we are submitting a response to your comments received via
email on February 13, 2017. Please find your comments listed below with our response
provided in bold.
The SA/DA Ratio is identified as being 4.58, however for a 90% TSS removal pond
with an average depth of 3.0 feet and an impervious area of 47%, it appears the ratio
should be closer to 5.6 instead of 4.5. Please provide supporting documentation
and/or calculations for the identified SA/DA ratio.
• The SA/DA Ratio has been corrected. Please refer to the revised
calculations and wet basin supplement form.
• The forebay stage -storage table appears to indicate that the forebay volume includes
the recommended 1-foot sediment accumulation depth. Please demonstrate that the
wet detention pond has been designed to account for sufficient sediment storage to
allow the proper operation and maintenance of the facility between scheduled clean
outs and the appropriate volumes have been considered.
• The forebay stage -storage table has been corrected to accurately reflect
the proposed sediment storage depth. Please refer to the revised
calculations and wet basin supplement form.
The plans delineate a sidewalk along one side of the residential road as well as a
pump station; however, section IV.10 of the application does not identify built upon
area associated with the sidewalks or `other". Please describe or detail the built -upon
area that is included in the 101,016 square feet of streets, right-of-way and
easements to confirm that the built upon area associated with the sidewalks and
pump station have been included.
• All BUA within the proposed ROW and easement areas, including
sidewalks and pump station, is included in the 101,016 sf. Please refer
to the revised Section IV.10 of the application.
422 CINEMA ❑ R I V E, W I LMI N G T❑ N, N C 2 G 40 3
P H. (9 1 O) 7 9 1- 5 7 0 7 F A X: ( 9 1 ❑) 9 9 1- 6 9 6❑

• Please delineate the property/project boundary with bearings and distances.
• Bearings and distance have been added to the Site Plan. Please refer to
the revised sheet C-2.0.
• Due to the relatively minor nature of these comments, the express additional
information review fee has been waived.
• Noted.
Thank you for your attention to this matter.
Sincerely,
>gr
Aaron T. Beckner, PE,
Paramounte Engineering, Inc.
122 CINEMA D R I V E, W I L M I N G T O N. NC 2 9 4 0 3
P H: (9 1 O) 7 9 1. 5 7 0 7 F A X: (9 1 01 7 9 1- 6 7 6 0

HAMPSTEAD COMMONS
PENDER COUNTY, NC
DESIGN AND STORMWATER NARRATIVE
Prepared for:
Crosswind Development, Inc.
2550 Capitol Drive
Creedmoor, NC 27522
Prepared by:
PARAMouzvTE
E N G 1 N E E F 1 N G. 1 N C
122 Cinema Drive
Wilmington, NC 28403
NC License #1: C-2846
Project#i1619LPE
L�AR4
January 2017 — : a SEAL
Revised:2/14/17 _ 043620
FEB 14 20�7
BY:

HAMPSTEAD COMMONS
PENDER COUNTY, NORTH CAROLINA
Project #16191.PE
Permitting Narrative
Design Narrative
Soils Map
USGS Map
Calculations
Misc.
Table of Contents
Page

HAMPSTEAD COMMONS
PENDER COUNTY, NORTH CAROLINA
Project #16191.PE
PERMITTING NARRATIVE
Mr. Beaudoin, the current permit holder, proposes to modify the SW8 081114 (Hampstead Life Style
Center) permit to reflect the recent subdivision of the property associated with said permit (Tract A and
Tract B on attached site plan), and to include a 72 single family neighborhood development on Tract A.
At the same time, Mr. Beaudoin is submitting an offsite application for Tract B and its BUA. Once the
modification and offsite permits are approved, Mr. Beaudoin proposes to transfer the stormwater permit
to Crosswind Development, Inc., who is the developer for the project on behalf of the Tract A owner, PC
Residential, LLC.
DESIGN NARRATIVE
Crosswinds Development, Inc. is proposing to construct a 72-lot residential subdivision on Tract A (24
Acres), off of Country Club Drive and Transfer Station Road extension in Hampstead, NC. As a result,
please find this design narrative, plans, and supporting calculations. The project has two driveway
locations, the first located on Country Club Drive approximately 680 LF southwest of the Avila Drive and
Country Club Drive intersection, and the second located on Transfer Station Road Extension
approximately 2,600 LF southeast of the Transfer Station Road and the US HWY 17 intersection. The
latitude and longitude of the property are 34' 23' 18.24" N, 77' 39' 43.26" W (Deed Book 4458, Page 319).
The property drains to an unnamed tributary of Old Topsail Creek (SA, HQW; 18-87-12) — White Oak
Basin. According to the NRCS Soil Survey of Pender County the soil across the site consists mostly of
Murville muck (Mu) and Leon fine sand (LnA), with some Onslow loamy fine sand (On).
All stormwater runoff will be directed by way of a storm sewer system to an adequately designed
stormwater BMP. The stormwater BMP on the site is a wet detention pond (expansion of the pond
permitted under SW8081114) that treats for 90% TSS removal. The BMP has been designed to meet the
State's stormwater quality requirements, as well as, (pre/post) considerations. Please find all supported
calculations within the following pages of the report.
The seasonal high water table for the project was determined using good engineering judgement in
coordination with the parameters described on pages 10-9 and 10-10 of the BMP manual. The elevation
for the permanent pool and seasonal high water table was determined in -part by examining the depth
and water -level of the wetlands in the upland portion (nearest natural outfall to permanent pool). The
issue of draining the wetlands is not a concern because we are not discharging to standing water at our
outfall (we are not lower than the existing drainage outfall); therefore, the pond will function adequately
to release the treatment volume in the 2-5 day requirement as stated in the statue law. In addition, since
the depth of the nearest existing ditch outfall is lower than the proposed permanent pool, an elevated
pool elevation from what has been proposed will not occur. Please note that in terms of the life of the
vegetative shelf in times of drought, the developer will provide necessary irrigation to maintain the water
surface elevation for ascetic and environmental purposes.

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A

Hydrologic Soil Group—Pender County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOq
13
C
The sod surveys that comprise your AOI were mapped at 1:24,000.
O
Area of Interest(A0p
CID
Soils
Warning Soil Map may not be valid at this style.
Soil Rating Polygons
�
D
Enlargement of maps beyond the wale of mapping can cause
Q
A
E3
Not rated or not available
misunderstanding of the detail of mapping and accuracy of soil line
Water Features
placement. The maps do not show the small areas of contrasting
Q
AID
soils that could have been shown at a more detailed scale.
.--.•
Streams and Canals
O
B
Transportation
Please rely on the bar scale on each map sheet for map
0
BID
f-f-f
Rails
measurements.
ED
C
N
Interstate Highways
Source of Map: Natural Resources Conservation Service
CID
Web Soil Survey URL: http //websoilsurvey.nres.usda.gov
b
US Routes
Coordinate System, Web Mercator (EPSG 3857)
D
pz�l
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
Q
Not rated or not available
c'
Local Roads
projection, which preserves direction and shape but distorts
Sail Rating Lines
distance and area. A projection that preserves area, such as the
Background
Albers equal-area conic projection, should be used if more accurate
�~
A
®
Aerial Photography
calculations of distance or area are required.
ND
This product is generated from the USDA-NRCS certified data as of
,y
B
the version date(s) listed below.
"y
BID
Soil Survey Area Fender County, North Carolina
Survey Area Data: Version 17, Sep 29, 2015
.v
C
Soil map units are labeled (as space allows) for map scales 1:50,000
,.v
CID
or larger.
D
Date(s) aerial images were photographed: Mar 7, 2010—Oct 17,
Not rated or not available
2010
Soil Rating Points
The orthophoto or other base map on which the soil lines were
A
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
©
AID
of map unit boundaries may be evident.
O
B
m
BID
USDA Natural Resources Web Soil Survey 5/16/2016
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group—Pender County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group —Summary by Map Unit— Pander County, North Carolina (NC141)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of Act
LnA
Leon fine sand. 0 to 2
percent slopes
A/D
30.0
37.6 %
Mu
Murville muck
A/D
37.2
46.5%
On
Onslow loamy fine sand
A
12.7
15.9 %
Totals for Area of Interest
79.9
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.
USDA Natural Resources Web Soil Survey 511612016
21111111111111 Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—Pender County, North Carolina
Rating Options
Aggregation Method. Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
USDA Natural Resources Web Soil Survey 5/16/2016
Conservation Service National Cooperative Soil Survey Page 4 of 4

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Hampstead Commons: Wet Pond #1
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drams the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3 1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 28.550 ACRE
Impervious Drainage Area 13.420 ACRE
Impervious Cover
47.0%
Elevation of Permanent Pool Surface
26.00 FT
Depth of Permanent Pool
4.00 FT
Value from CAD
Value from CAD
Impervious Cover -(Impervious Drainage
Area)/(Total Drainage Area)'100%
Value selected by designer
Value selected by designer
Elevation of Wet Detention Pond Bottom
22.0 FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
580 FT
Value from CAD
Approximate Pond Width
170 FT
Value from CAD
Len th:Width Ratio
3.4:1
Ratio=(Length)/(Width) 1
Required SAIDA Ratio for 90% TSS Removal 5.27 Value from chart. Reference: "90% TSS Removal
Required Permanent Pool Surface Area 66,540 SF Required Surface Area=(Required SA/DA
Ratio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 124,465 SF Interpolated value from stage -storage calculations
Step 2: Determine the WQV runoff elevation within the wet detention pond
Runoff Coefficient, Rv 0.473 IN/IN Rv=0.05+0.009`(% Impervious)
1.5' Runoff Volume (Volume of Temporary Pool) 73,537 CF 1.5"Runoff Volume=l 5 inch'Rv'1 foot/12
inch *(Total Drainage Area)
SCS TR-55 Method Required Runoff Volume
(Pre/Post Volume difference of 1-Year storm)
N/A CF (see Hydro CAD calculation)
Volume Below Permanent Pool 448,805 CF Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 522,342 CF Total Volume to be Controlled=(Volume Below
Permanent Pool)+(Required Runoff Volume)
Storage Elevation at Required Volume 26.57 FT Value is interpolation based upon stage -storage
values. See stage-storace calculations
Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebay volume provided
Total Pond Volume 448,805 CF Value from stage -storage calculations
Re uired Total Forebay Volume 80,785 CF Forebay Volume=(Total Pond Volume)'18%
Provided Total Forebay Volume 91,675 CF Value from stage -storage calculations
(Provided Forebay Volume)/(Total Pond
Provided Forebay Volume:Total Pond Volume 20.426% Volume)'100%
BY:

Step 4A: Verify that time required to drawdown the required water quality volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
6.00
IN
Value chosen by designer
Elevation of Outlet Structure
26.57
FT
Value chosen by designer
Total Elevation Head Above Orifice
0.57
FT
(Total Elevation Head Above Onfice)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice
0.19
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)]/3-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.41
CFS
Q=Cd'(Pq'((Diameter of Onfice)'(1 W12
in)]A2/4`[2'32.2'(Averge Head)]W2
Drawdown Time for Re d WQV
2.06
DAYS
(Drawdown Time)=(Required Runoff Volume)/Q'(1
Step 4B: Verify that time required to drawdown the provided runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
6.00
IN
Value chosen by designer
Elevation of Outlet Structure
26.75
FT
Value chosen by designer
Total Elevation Head Above Orifice
0.75
FT
(Total Elevation Head Above Orifice)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice
0.25
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)1/3-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.47
CFS
Q=Cd'(Pi)'((Diameter of Orifice)'(1 ft/12
in)J 2/4'[2'32.2'(Averge Head)] 1/2
Drawdown Time for Provided WQV
2.35
DAYS
(Drawdown Time)=(Provided Runoff Volume)/Q'(1
i C
9
BY:

Wet Pond #1
Stage -Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
26.00
124,465
0
0 • Permanent Pool
27.00
131,416
12 7, 941
127,941
28.00
138,498
134,957
262,898
29.00
145,694
142,096
404,994
30.00
153,000
149,347
554,341
30.25
154,840
38,480
592,821
Stage/Storage Main Pond (Not Including Forebays)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
21.0
75,854
0
0 Sediment Storage
22.0
80,070
0
0 +-Bottom Elev.
23.0
84,345
82,208
82,208
24.0
88,675
86,510
168,718
25.0
93,065
90,870
259,588
26.0
102,020
97,543
357,130 Permanent Pool
Stage/Storage
Total Pond
(Including Forebay)�
Main Pond
Cumulative
Volume
Forebay
Volume, S
Contour
(CF)
Volume (CF)
(CF)
21.0
0
10,220
10,220
Sediment Storage 8y.
22.0
0
22,294
22,294
-.Bottom Elev.
23.0
82,208
36,193
118,401
24.0
168,718
51,980
220,697
25.0
259,588
70,402
329,990
26.0
357,130
91,675
448,805
• Permanent Pool
i
'�Q�Z

Wet Pond #1
Stage -Storage Calculations for Proposed Wet Detention Pond
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
19
7688
0
0 Sediment Storage
20.0
9,260
0
0 Bottom Elev.
21.0
11,179
10,220
10,220
22.0
12,970
12,075
22,294
23.0
14,828
13,899
36,193
24.0
16,745
15,787
51,980
25.0
20,100
18,423
70,402
26.0
22,445
21,273
91,675 Forebay Volume

Wet Pond #1
Stage -Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
26.00
124,465
0
0 Permanent Pool
27.00
131,416
127,941
127,941
28.00
138,498
134,957
262,898
29.00
145,694
142,096
404,994
30.00
153,000
149,347
554,341
30.25
154,840
38.480
592,821
Stage/Storage Main Pond (Not Including Forebays)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
21.0
75,854
0
0 • Sediment Storage
22.0
80,070
0
0 Bottom Elev.
23.0
84,345
82,208
82,208
24.0
88,675
86,510
168,718
25.0
93,065
90,870
259,588
26.0
102,020
97,543
357,130 Permanent Pool
Stage/Storage Total Pond (Including Forebay)
Main Pond
Cumulative
Volume
Forebay
Volume, S
Contour
(CF)
Volume (CF)
(CF)
21.0
0
18,694
18.694 -Sediment Storage
22.0
0
30,768
30.768 ^Bottom Elev.
23.0
82,208
44,667
126,875
24.0
168,718
60,454
229,171
25.0
259,588
78,876
338,464
26.0
357,130
100,149
457,279 -Permanent Pool
Forebay
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
19
7688
0
D
--Sediment Storage
20.0
9,260
8,474
8,4774
-Bottom Elev.
21.0
11.179
10,220
18,694
22.0
12,970
12,075
30,768
23.0
14,828
13,899
44,667
24.0
16,745
15,787
60,454
25.0
20,100
18,423
78,876
26.0
22,445
21,273
100,149
•forebay Volume

Project Name:
Client:
Project Number:
Prepared By:
Date:
Hampstead Commons
ATB
1/30/17
Average Depth Calculation: (Option 2 per Errata)
Pond #5
ABottom shelf =
93,065
sf
ABottom Pond =
60,070
sf
APen.n Poo; =
124,465
sf
Depth =
3.0
ft
de 9 =
3.2
ft
pARAMOUNTE
, ti �. I -

BK 4630 PG 285 - 287 (3) DOC# 20016023
This Document eRecorded: 10/12/2016 02:37:05 PM
Fee: $26.00 DocType: DEED Tax: $2,000.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
Excise Tax: $2,000.00 Parcel Nos. Part of 4203-36-1126-0000
This instrument Prepared by & Returned to: Ray C. Blackburn, Jr., Attorney at Law, PO Box
895, Hampstead, NC 28443.The preparer of this instrument has made no examination of
the record title to the property conveyed herein and renders no opinion on title nor has
preparer of this instrument rendered any advice regarding any tax matters affecting the
lands transferred hereby.
STATE OF NORTH CAROLINA
COUNTY OF PENDER
GENERAL WARRANTY DEED
THIS DEED, made this � ay October, 2016, by and between Jeffrey J.
Beaudoin (Single), (Hereinafter called "Grantor"); and PC Residential, LLC, a North
Carolina Limited Liability Company (Hereinafter called "Grantee") whose mailing address is:
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.
WITNESSETH:
Submitted electronically by Nathan br Garren Law in compliance with North Carolina statutes �overnine
recordable documents and the terms of the suhmltter a-r a ent sith the PendPender Count1jiegigir QLPujj..%

BK 4630 PG 286 DOC# 20016023
That GRANTOR, for valuable consideration paid by the GRANTEE, receipt of which is
hereby acknowledged, has bargained and sold, and by these presents does hereby bargain,
grant, sell, and convey unto GRANTEE in fee simple, the below described tracts or parcels of
land located in Pender County, North Carolina and more particularly described as follows:
Being all of Tract A containing 24.00 acres as shown on that survey entitled
"Beaudoin Tract Revision" and recorded in Map Book 59 at Page 48, Pander County
Registry, reference to which is hereby made for a more detailed description.
Together with and subject to that Easement for access which is more completely
described in Map Book 59 at Page 48 of the Pender County Registry.
This is or is not _XX the Grantor's primary residence.
TO HAVE AND TO HOLD the above described lands and premises, together with all and
singular, the rights, privileges, easements, tenements, duties, obligations and appurtenances
thereunto belonging, or in any wise appertaining unto said GRANTEE, in fee simple, FOREVER.
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 clear of all encumbrances, and that Grantor will WARRANT and DEFEND the title against
the lawful claims and demands of any and all persons whomsoever except for the exceptions
hereinafter stated.
Title to the property herein above described is subject to the following exceptions:
1. Ad Valorem Taxes for 2016 and subsequent years.
2. Easement granted to Duke Energy Progress in Book 4437 at Page 266 of the
Pender County Registry.
3. Zoning or other governmental ordinances in effect in Pender County at the
time of this conveyance.
4. Subject to any and all matters depicted on that map recorded in Map Book 59
at Page 48 of the Pender County Registry.
5. Subject to restrictions and limitations of record.
IN WITNESS WHEREOF, GRANTOR has caused this instrument to be and sealed the day
and year first above written.
L.wAaudoin-
-.e ( (SEAL)
ey J.

BK 4630 PG 287
DOC# 20016023
STATE OF NOW CAROLINA
COUNTY OF t le 11
I, (7—ej�., Al. , aalkr,k a Notary Public of the County and State aforesaid, do
hereby certify that Jeffrey J. Beaudoin personally appeared before me this day and acknowledged
the execution of the foregoing instrument.
Witness my hand and notarial seal, this the 5hkday of r2016.
Notary Seal/stamp
N Y PUBLIC
Vj�SB/(rA �. .�� �/.r✓/ "gyp„pn,��bnr�t
Printed Name of Notary 0 P,
My Commission Expires: / p/ '444 r10 r4&k G
_ 70
2:

Pender GIS - Deed Search
Page 1 of 1
The office of the Register of Deeds for Pender County hereby DISCLAIMS, and the user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information contained herein.
Deed Book: 4458 v Page: 10319.jpg V1Zoomin ZoomOut Previous Next
Excise Tax: $400.00
BOOK:4458 PAGE:319
te„rv�,.y n�n�,,m,. Li• 1.� c.a��n, r.9n�n m n.an nn- r u ,
Vru wi L��i N�ll'.•nadn.M1iN..... vVn, 'I ()nl♦
�N.1`•r�JlJ li:%r;41JVV• ..•'Ck\lilt'k tit>AIP!IIy L.�
Parcel No.: 4203-36-1126-0000
This instrument Prepared by & Returned to: Ray C. Blackburn. Jr., Attomey at Law, PO Box 895,
I lampstead, NC 28443.The preparer of this instrument has made no examination of the record
title to the property conveyed herein and renders no opinion on title nor has preparer of this
instrument rendered any advice regarding any tax matters affecting the lands transferred hereby.
STATE OF NORTH CAROLINA
COUNTY OF PENDER
GENERAL WARRANTY DEL•'D
THIS DEED, made this _/E!�- day of August, 2014 by and between WILLIAM A.
GARRICH and wife, CYNTHIA FLYNN GARRICH (Hereinafter called "Grantor') whose
mailing address is: 15201 Middlegate Road, Silver Spiting, MD 20405 and JEFFREY .1.
BEAUDOIN Hereinafter called "Grantee") whose mailing address is: P.O. Box 538,
Hampstead, NC 28443.
The designation Grantor and Grantee as used herein shall include said panics, their heir.
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSF fH:
That GRANTOR, for valuable consideration paid by the GRANTEE, receipt of which is
hereby acknowledged, has bargained and sold, and by these presents does hereby bargain, grant,
sell, and convey woo GRANTEE in fee simple a fifty (50%) percent undivided interest the
below described tract or parcel of land located in render County, North Carolina and more
particularly described as follows:
AS SET FORTH ON EXHIBIT "A^ ATTACHED HERETO AND
INCORPORATED HEREIN BY REFERENCE.
Grantor acquired property hercinabove described in Deed Book 3523 at Page 295 of the
Pender County Registry.
Submitted electronically by Ray C. Blackburn, Jr., Attorney at law itl compliance with North Carolina statutes
governing recordable documents and the terms of the submitter apeement with the Pender Coutay Register of Deeds.
http://gist.pendercountync.gov/RODSearch/default.aspx 1/30/2017

Pender GIS - Deed Search
Page l of 1
The office of the Register of Deeds for Pender County hereby DISCLAIMS, and the user hereby WAIVES
any warranty, implied or otherwise, as to the correctness of the information contained herein.
Deed Book: 4458 v Page: 0320.jpg v Zoomin ZoomOut Previous Next
III""IIIIIIIIIIIIiIIIII6IIIIIIIIIII BOOK:4458 PAGE:320 :_s,<ieoo `
4uraLLr+r tU:I:�x,M1lr. read« f omm v«tlssn e, U.«b ne, _ 0 t
All or a portion of the property herein conveyed _ includes or _XX_ does not include the
primary residence of a Grantor.
TO HAVE AND TO HOLD the above described lands and premises, together with all and
singular, the rights, privileges. easements, tenements, duties, obligations and appurtenances
ihereunto belonging, or in any wise appertaining unto said GRANTEE. in fee simple, FOREVER.
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 clear of all encumbrances, and that Grantor will WARRANT and DEPEND the title
against the lawful claims mid demands of any mid all persons whomsoever except for the
exceptions hereinafter stated.
Title to the property herein above described is subject to the following exceptions:
I. Ad Valorem Taxes for 2014 and subsequent years.
2. General utihty service easements and rights of way of record.
3. Easements and restrictions of record.
4. Pender County "Zoning and/or Subdivision Ordinances and
Regulations.
W WITNESS WHEREOF'. GRANTOR has caused this instrument to be signed the day
mid yew first above written.
EAL)
11L)
C}4fthia H7�a G rich
STA'rE OF _ Ving�j4,
—
COUNTY OF_��f
1. ^_`11i_1 C, ry0fy{7j a Notary Public of the County and State aforesaid, do hereby certify
William A. Garrick an Cynthia Flynn Garrich, personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
jI Witness my hand
pmid
..�_notarial steal, this die J 0:�day of August. 2014.
� OTAR�t PUBLIC
E. l'lUP'NIkGSON
NOTARY PUEiLIC 9 mc:mr.p.;aeeF3>
FOiAnY ?U:11C
COMMONWrAL7" OP V03 N'
'vly Commission Expires: xrrcomuss�oNrxv:es:
http://gis2.pendercountync.gov/RODSearch/default.aspx 1 /30/2017

SOSID: 1533538
Date Filed: 7/28/2016 1:05:00 PM
ARTICLES OF ORGANIZATION Elaine F. Marshall
OF North Carolina Secretary of State
PC RESIDENTIALLLC C2016 210 00384
,
Pursuant to Section 5713-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is PC RESIDENTIAL, LLC.
2. The limited liability company shall have a perpetual existence.
3. The name and address of the person executing these articles of organization in his capacity as
organizer is Nathan M. Garren, 2555 Capitol Drive, Suite C, Creedmoor, Granville County, North
Carolina 27522.
4. The street address and county of the initial registered office of the limited liability company is
2550 Capitol Drive, Suite 105, Creedmoor, Granville County, North Carolina 27522, and the name of the
initial registered agent at such address is William H. Wynn.
5. PC RESIDENTIAL, LLC is a member -managed limited liability company and therefore the
members of this limited liability company by virtue of their status as members shall be managers of the
limited liability company.
6. The street address and county of the principal office of the limited liability company is 2550
Capitol Drive, Suite 105, Creedmoor, Granville County, North Carolina 27522. The mailing address of
the principal office of the limited liability company is 2550 Capitol Drive, Suite 105, Creedmoor,
Granville County, North Carolina 27522.
7. No person or entity who is serving or who has served as a manager of the limited liability
company shall be personally liable to the limited liability company or any of its members for monetary
damages for breach of duty as a manager, except for liability with respect to (i) acts or omissions that the
manager at the time of such breach knew were clearly in conflict with the best interests of the limited
liability company, (ii) any transaction from which the manager derived an improper personal benefit, or
(iii) acts or omissions with respect to which the North Carolina Limited Liability Company Act does not
permit the limitation of liability. As used herein, the term "improper personal benefit" does not include a
manager's reasonable compensation or other reasonable incidental benefit for or on account of his service
as a manager, employee, independent contractor, attorney or consultant of the limited liability company.
No amendment or repeal of this article, nor the adoption of any provision of these articles of organization
inconsistent with this article, shall eliminate or reduce the protection granted herein with respect to any
matter that occurred prior to such amendment, repeal or adoption.
8. Any operating agreement (as defined in Section 57D-1-03(23) of the General Statutes of North
Carolina) for the limited liability company, or amendments or modifications thereto, must be in writing
and signed by the members to be effective.
9. These articles will be effective upon filing.
This is the 26th day of July, 2016.
Natr M. Garen, Organizer

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
February 13, 2017
Jeff Beaudoin
PO Box 538
Hampstead, NC 28443
Z ,I-V N 1 tr - r^a\
Subject: Request for Additional Information
Stormwater Project No. SR'8 1181114
Hampstead Commons
Pender County
Dear Mr. Beaudoin:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received and accepted a modified Express State Stormwater
Management Permit Application for Hampstead Commons on February 2, 2017. A preliminary in-depth
review of that information has determined that the application is not complete. The following information
is needed to continue the stormwater review:
15A NCAC 02H.1003(g)(7): The SA/DA ratio is identified as being 4.58, however for a 90%
TSS removal pond with an average depth of 3.0 feet and an impervious area of 47%, it appears
the ratio should be closer to 5.6 instead of 4.5. Please provide supporting documentation and/or
calculations for the identified SA/DA ratio.
I/2. 15A NCAC 0211.1008(e)(10) and ReG0177777endailo77 per figure 10-2b and Section 10.3.4 of the
2007 BMP manual: The permanent pool volume is considered to be between the permanent pool
elevation and the top elevation of the sediment storage and does not include the recommended
minin711777 ]-foot sediment accumulation depth. The forebay stage -storage table appears to
indicate that the forebay volume includes the recommended 1-foot sediment accumulation depth
Please demonstrate that the wet detention pond has been designed to account for sufficient
sediment storage to allow the proper operation and maintenance of the facility between scheduled
clean outs and the appropriate volumes have been considered.
/15A NCAC 02111.003(g)(6): The plans delineate a sidewalk along one side of the residential
road as well as a pump station; however, Section 1 V.10 of the application does not identify built -
upon area associated with sidewalks or "other". Please describe or detail the built -upon area that
is included in the 101,016 square feet of streets, right-of-way and easements to confirm that the
built -upon area associated with the sidewalks and pump station have been included.
4. 15A NCAC 02H. I 003(g)(5): Please delineate the property / project boundary with bearings and
distances.
5. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
Please keep in mind that changing one number may change other numbers and require the calculations,
supplements, and other supporting documentation to be updated. Verify all numbers are correct to ensure
consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to February 21, 2017, or the application will
be returned as incomplete. If the project is returned and you wish to re -submit to the Express Program,
you will need to reschedule the project through the Express Coordinator for the next available review date
and will need to resubmit all of the required items at that time, including the application fee.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional office 1127 Cardinal Drive Extension I Wilmington NC 28405
91079b 7215

State Stormwater Permit No. SW8 081114
Page 2 of 2
If you need additional time to submit the information; please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information; which shall be no later than 5
business days past the original due date.
the construction of anv 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 label all packages and cover letters as " Fxpress" and reference the project name and State assigned
project number on all correspondence If you have any questions concerning this matter, please feel free
to call me at [phone] or email me at [e-mail].
Sincerely,
U1//I o
Christine Hall
Environmental Engineer
CrDS/canh: %Stormwatel-Termits & Projects\2008\0811 14 IlD\2017 02 addinfo 081114 .
cc Aaron Beckncr, Paramounte Engineering
Wilmington Regional Office Stormwater Pile
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extenstan I Wilmington, NC 28405
910 796 7215

Hall, Christine
From: Hall, Christine
Sent: Monday, February 13, 2017 3:27 PM
To: [e-mail]
Subject: FW: SW8 081114 - request for additional info
Attachments: 2017 02 addinfo 081114 pdf
Jeff,
I mistyped your e-mail address the first time My apologies!
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine hall@ncdenr gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
-' 'Nothing Compares.-`_,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine
Sent: Monday, February 13, 2017 3:23 PM
To: 'Aaron Beckner' <[e-mail]>;'[e-mail]' <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: SW8 081114 - request for additional info
Aaron / Jeff,
Attached is a pdf of the request for additional information for Hampstead Commons (formerly Hampstead Lifestyle
Center), SW8 081114. There are just a few minor items that need to be addressed. I will work on the offsite application
for Tract B next.
Please let me know if there are any questions or concerns.
Thanks!
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct

ch ristine.hall (a)ncdenr.gov
127 Cardinal Drive Ext
Wilmington, NC 28405
A,�I
: "Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

-DRAMOUNTE
H N G 1 N E E F2 I N G, 1 N C.
1 2 2 C I N E M A D R I V E
W I L M ING TO N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCE)EQ
Date
102.02.17
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Hampstead Commons (Hampstead Life
Style Center)
Express Stormwater. SW8 081114
Attn:
Project No. I
16191. PE
e are sendin
N Originals
N Prints
❑ Shop Drawings
N Calculations
❑ Correspondence
N Plans
❑ Specifications
N Other as fisted below
he following items.
Quantity
Date
Dwg. No.
Description
2
24"s 36" Design Documents
2
Form Shill-101 —MODIFICATION (1 Original, 1 Copy)
2
O&i,\1- (1 Original, 1 Copy)
2
Deed Restrictions & Protective Covenances (1 Original, 1 Copy)
2
Form SWU-101 —OFFSITE (1 Original, 1 Copy)
2
Offsite System Supplement (1 Original, 1 Copy)
Name/Ownership Change Form (1 Original, 1 Copy)
1
Stormwater Design Narrative and Calcs
1
S4,000 & $2,000 Review Fees (Check)
1
Wet Pond Supplement
Issue Status: N For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken. ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
U Rejected - See Remarks U Approved as Submitted U Other
Remarks:
17 f ALAt M IMry/'
1:.FG® 0 1 20717
Cc: Signed:
Aaron T. Beckner, PE

PARAMOUNTE
E N CG 1 N E E R I N G, I N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
m n n ! v T B A N1 C M t T T A 1.
To:
NCDEQ
02.02.17
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Hampstead Life Style Center
Express Stormwater. SW8 081114
Ate(
i yY
Pro•ectNo.
I 16191.PE
® Origmals ® pants ❑ Shop Dranmgs ® Calculations
he following items. ❑ Correspondence ® Plans ❑ Specifications ® Other as fisted below
_ Quantity •
_ -Date;'::
; Dsv"g`:1No.;^
"" =t't '' - -',Description - -
2
24"x 36" Design Documents
2
Form SNU-101 — OFFSITE (1 Original, 1 Co y)
2
OEfsue System Supplement (1 Original, 1 Copy)
2
Name/Ownership Change Form (1 Onghral, 1 Copy)
1
Stormwater Design Narrative
1
S2,000 Review Fees (Check)
ssue StaW-
I ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review- and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken• ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
r�
C& , Signed:
Aaron T. Beckner, PE

For DEC Use ONLY
Revieuer 1.�1
North Carolina Department of Environmental Quality sL .
Request for Express Permit Review
Time
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review.
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity m
package of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-196-4698;alison.davidson(a)ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(d!ncdenrgov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; marcia.allocco(pinccienr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardisonna.ncdenr.gov
• Wilmington Region -Cameron Weaver910-796-7303 or cameron.weaver(pincdenr.gov
NOTE Project application received after 12 noon will be stamped in the following work day.
Project Name HAMPSTEAD LIFESTYLE CENTER County FENDER
Applicant:JEFF BEAUDOIN Company _
Address PO BOX 538 City HAMPSTEAD, State. NC Zip: 28443
Phone. __ Fax _-_-, Email libeaudoin@msn com
Physical Location OFF TRANSFER STATION ROAD AND COUNTRY CLUB ROAD
conram
Call and Email the com led form
,p (same items expected in -aplf
Provided Existino Permits
related to this Project
SW
SW_
SW NPDES _
_
NPDES _
WO _
WQ
E&S _
E&S _
Other
Project Drains into OLD TOPSAIL CREEK waters - Water classification SA/HQW > 1/2MI (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N, within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? Y/N
Engmeer/Consultant TIM CLINKSCALES. PE Company PARAMOUNTE ENGINEERING INC
Address 122 CINEMA DR City: WILMINGTON, Stale NC Zip 28403- EVA%Q 2DIBI
Phone [phone], Fax [phone], Email tclinkscales@paramounle-eno com
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT. IF AVAILABLE
S # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittenUPerennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (linear it or _acres)
❑ Riparian Buffer Authonzation ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑ Bkhd & Bit Rmp, ❑ Clear & Grub. ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
® High Density -Other _ # Treatment Systems/0 MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8081114 (Pros permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed (CK # & Aml (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES —acre(s)
Wetlands Delineation has been completed ® Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed ® Yes ❑ No 404 Application in Process w/ US ACOE ❑ Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
Poi DFQ use Mini}
Fee Split for multiple permits: (Check # j Total Fee Amount
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
S
SW(❑HD,❑LD,❑Gen)
S
401-
S
LQS
Stream Deter—
S
NCDEQ EXPRESS March 2016

OF
�a 5�\o a v:y,OV\
P� T
GO

a
DESIGN NARRATIVE
Mr. Beaudoin proposes to modify the SW8 081114 permit to reflect the recent subdivision of the property
associated with said permit (Tract A and Tract B on attached site plan), and to include a 72 single family
neighborhood development on Tract A. At the same time, Mr. Beaudoin is submitting an offsite
application for Tract B and its BUA. Once the modification and offsite permits are approved, Mr.
Beaudoin proposes to transfer the stormwater permit to PC Residential, LLC.
The property is located at the intersection of the proposed Transfer Station Road and Country Club Drive
in Hampstead. The property drains to an unnamed tributary of Old Topsail Creek (SA, HQW; 18-87-12)
— White Oak Basin. The stormwater will be treated via an expansion of the existing stormwater pond that
was permitted back in 2010 (SW8 081114).
DESIGN PROJECT
All stormwater for the proposed development will be directed by way of a storm sewer system to an
adequately designed stormwater 13NIP. All land disturbance activity will be design and permitted with
NCDEQ Erosion Control

�<. r n •
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PRELTSIINARY DESIGN -,NOT RELEASED FOR CONSTRUCTION
i n
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a

Weaver, Cameron
From: Aaron Beckner <[e-mail]>
Sent: Friday, December 30, 2016 10:27 AM
To: Hall, Christine; Tim Clinkscales; Weaver, Cameron,[e-mail]
Cc: Scott, Georgette
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
Attachments: Express NARRATIVE.pdf; REQUEST FOR EXPRESS form Jeff Beaudoin
MODIFICATION.pdf, REQUEST FOR EXPRESS form Jeff Beaudoin OFFSITE.pdf
Christine,
Please see attached as requested.
Thank you,
Aaron
Aaron T. Beckner, P.E.
Paramounte Engineering, Inc. 1 122 Cinema Drive I Wilmington, NC 28403
Office: [phone] 1 Fax: [phone] www.paramounte-eng.com
"PLEASE NOTE OUR NEW OFFICE ADDRESS"
From: Hall, Christine[mailto:[e-mail]]
Sent: Thursday, December 29, 2016 9:29 AM
To: Tim Clinkscales <[e-mail]>, Aaron Beckner <[e-mail]>; Weaver,
Cameron <[e-mail]>; [e-mail]
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
Tim,
Transfers for projects that have started development cannot be submitted to the Express program. If you wish to go
Express, the only option you have is for Mr. Beaudoin submit both a modification to SW8 081114 as well as the offsite
application. At this time, PC Residential would only be involved in the transfer application that would be submitted
along with the Express packages but would not be logged in until the modification to re -subdivide the property and the
new permit for the offsite area are approved.
If you are interested in submitting through the Express program, please revisit the documents to ensure that the correct
entities and order of the actions are listed. Also, there doesn't appear to be an express request, narrative, or site plan
for the new offsite portion.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
ch ristine. hall Q ncdenr.00v
127 Cardinal Drive Ext.
Wilmington, INC 28405

-"''Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records taw and may be disclosed to third parties.
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Tuesday, December 27, 2016 6:53 PM
To: Hall, Christine <Christine.HaI[@ncdenr.gov>; Aaron Beckner <[e-mail]>; Weaver, Cameron
<[e-mail]>, [e-mail]
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
Christine
Enclosed is the submittal package, hopefully it is what you are requesting. We will transferring, modifying to PC
Residential and having Jeff provide a supplement for his remaining property
Please let me know if this suffices to set up an express meeting
Thanks for your time and have a good night
filid
Tim Clinkscales PE, PLS
PARANIOUNTE
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL (910) S20-1991
FAX: [phone]
www.r)aramounte-eng.com
From: Hall, Christine [mailto:[e-mail]]
Sent: Tuesday, December 20, 2016 10:47 AM
To: Aaron Beckner <[e-mail]>; Tim Clinkscales <tclinkscales@Para mounte-eng.com>; Weaver,
Cameron <[e-mail]>; [e-mail]
Cc: Scott, Georgette <[e-mail]>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
Aaron / Tim,
Thanks for providing the proposed site plan. Based on this site plan and the property ownership information available
from Pender County GIS, it does appear that Mr. Beaudoin has sold the pond area to PC Residential and the property has
been subdivided in a manner that is inconsistent with the approved plans.
As you know, these permits are not transferrable and any time the property has been sold or transferred to a new
entity, an application must be submitted to also have the permit transferred. However, since the permittee subdivided
the property in a manner that is inconsistent with the approved plans, the permit must first be modified by the current

permittee to create their offsite lot and apply deed restrictions on that lot. In addition to the application to modify the
permit, an application for an offsite permit will also need to be submitted by Mr. Beaudoin since it appears that some
BUA has been constructed on this new outparcel. The signed transfer application will need to be submitted at the same
time in order to transfer SW8 081114 to PC Residential once the modification and new permit are approved.
As for the proposed residential development, if the original permittee agrees, the new site layout for the remainder of
the property may be included in this modification for approval. If the current permittee does not agree to include it at
this time, then another modification will have to be submitted after the transfer is approved.
Based on the guidance listed above, the express request, as submitted, cannot be processed at this time. If it works out
that you wish to submit both the modification by Mr. Beaudoin and the new offsite application through Express, then
please submit two new Express requests and the necessary associated documentation. Please note that the application
to transfer SW8 081114 must also be provided as part of the Express submittal so it can be logged in after the express
applications are approved.
Please let me know if you have any questions.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall @ ncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
.-'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Aaron Beckner [mailto:[e-mail]]
Sent: Monday, December 19, 2016 4:58 PM
To: Hall, Christine <[e-mail]>; Tim Clinkscales<[e-mail]>; Weaver,
Cameron <[e-mail]>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
See attached site plan.
Aaron T. Beckner. P.E.
Paramounte Engineering, Inc. 1 122 Cinema Drive I Wilmington, NC 28403
Office: [phone] 1 Fax: [phone] www.paramounte-eng.com
**PLEASE NOTE OUR NEW OFFICE ADDRESS**
From: Hall, Christine[mailto:[e-mail]]
Sent: Monday, December 19, 2016 3:44 PM

To: Tim Clinkscales <[e-mail]>; Weaver, Cameron <[e-mail]>
Cc: Aaron Beckner <[e-mail]>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
Tim,
As noted in Section 11.7 of the permit, any transfer of ownership and/or subdivision of the property requires approval
from the Division. If Mr. Beaudoin has sold the portion of the property with the proposed BMP and subdivided it in a
different manner than approved, then the permit will need to be transferred and modified. We still haven't received a
proposed site plan, so I cannot confirm the order in which things need to happen but if the BMP area has been sold, I
suspect that the permit should be transferred first.
Let me know if you have additional questions or thoughts.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
"'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Monday, December 19, 2016 1:07. PM
To: Hall, Christine <Christine.Hall @ncdenr.gov>; Weaver, Cameron <[e-mail]>
Cc: Aaron Beckner <[e-mail]>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
Christine
I have communicated such with the client and the pond is on the applicant's property but stormwater will be conveyed
from Beaudoin property. They have a shared agreement on maintenance. I do not think a transfer is necessary required
but maybe Jeff's becomes an off -site type supplement for his use.
Let me know if that may be in agreement to try to set up a stormwater review meeting and if not, the best way to
handle such
Thanks for your time and have a good day
Tim
Tim Clinkscales PE, PLS

PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: (91 0) 791 -6707
CELL: [phone]
FAX [phone]
www paramounte-enu.com
From: Hall, Christine[mailto:[e-mail]
Sent: Tuesday, November 22, 2016 10:22 AM
To: Tim Clinkscales <[e-mail]>; Weaver, Cameron <[e-mail]>
Cc: Aaron Beckner <a beckner@Para mounte-eng.com>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
Tim,
Cameron approached me to schedule the various express requests you have submitted. For this subject request, it
doesn't look like the question on the permittee has been answered. As you know, we cannot do transfers in express
unless it is documented that the site has not been developed. SW8 081114 is currently issued to Jeff Beaudoin however
the express request lists PC Residential, LLC c/o Keith Saieed. It seems that a transfer is needed. Can you please clarify?
Also, we will need a site plan to go with this express request.
Thanks,
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
'�NothsngCompares -u
-- Z_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine
Sent: Thursday, September 01, 2016 11:03 AM
To: 'Tim Clinkscales' <[e-mail]>; Weaver, Cameron <[e-mail]>
Cc: Aaron Beckner <[e-mail]>
Subject: RE: Request for Express - Hampstead Commons (SW8 081114)
The express request was completed listing an applicant other than the permittee. Who will be requesting the
modification - the current permittee or the one who has a contract on the property? If the entity that has a contract on
the property requests the modification, then a transfer will be needed first.

Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
`NothintjComparea -,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Thursday, September 01, 2016 10:58 AM
To: Weaver, Cameron <[e-mail]>
Cc: Aaron Beckner <[e-mail]>; Hall, Christine <[e-mail]>
Subject: Re: Request for Express - Hampstead Commons (SW8 081114)
The owner is same but applicant under contract.
Sent from my iPhone
On Sep 1, 2016, at 10:55 AM, "Weaver, Cameron" <[e-mail]> wrote:
Hi Aaron and Tim.
It appears that this request involves a new owner and thus the permit must be transferred prior to
submitting this major modification request in Express. Send in the proper paperwork to initiate the
transfer process and then once that process has concluded, we can schedule this modification request in
Express. Also, please provide a site plan for this new development.
Let me know of any issues.
Cameron
Cameron Weaver
Environmental Assistance Coordinator -Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, INC 28405
910-796-7303
NCDEQ NEW WEBSITE: http://deg.nc.goy/
DEACS NEW WEBSITE: http://deg.nc.goy/about/divisions/environmental-assistance-customer-service

E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.
From: Aaron Beckner [mailto:[e-mail])
Sent: Tuesday, August 30, 2016 10:20 AM
To: Weaver, Cameron <[e-mail]>
Cc: Tim Clinkscales <[e-mail]>
Subject: Request for Express - Hampstead Commons (SW8 081114)
Cameron,
Please find the attached Request for Express package.
Thank you,
Aaron
Aaron T. Beckner. P.F.
Paramounte Fneineering, Inc. 1 122 Cinema Drive I Wilmington, NC 28403
Office [phone] 1 Fax: [phone] www paramounte-eng.com
"PLEASE NOTE OUR NEW OFFICE ADDRESS"

For 0E0 Use ONLY
4ev ewer
North Carolina Department of Environmental Quality see,'t
Request for Express Permit Review
iwe
coat. .
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 818-296-4698;alison.davidsononcdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a)ncdenr.gov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; marcia.allocco(a),ncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison(o)ncdenrgov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaver(a)ncdenr.gov
NOTE" Project application received after 12 noon will be stamped in the following work day
Project Name HAMPSTEAD COMMONS County FENDER
Applicant KEITH SAIEED Company PC RESIDENTIAL LLC
Address 2550 CAPITOL DRIVE SUITE 105 City RALEIGH, Stale: NC Zip: 27522-
Phone =_ Fax _-_- Email KEITH@ksade com
Physical Location OFF TRANSFER STATION ROAD AND COUNTRY CLUB ROAD
SW _
SW
SW _
NPDES
NPDES _
WO
WO _
E&S _
E&S _
Other
Project Drains into OLD TOPSAIL CREEK waters — Water classification SA/HQW > 1/2MI (DWR Surface Water Classifications Map)
Project Located In WHITE OAK River Basin. Is project draining to class ORW waters? N, within Yz mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? YIN
Engineer/Consultant TIM CLINKSCALES PE Company PARAMOUNTE ENGINEERING INC
Address 122 CINEMA DR City WILMINGTON, Stale. NC Zip: 28403-
Phone" 910-791-6707, Fax [phone], Email. tclinkscales@paramounte-eng com NOv Z��6
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE�G
S #_ JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM. ❑ DEMLR, ❑ OTHER
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Ongin Determination. _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑ Bkhd & Bl Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑Low Densely -Curb &Gutter _ #Curb Outlet Swales ❑Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration - #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
® High Density -Other _ # Treatment Systems1Z MOD:[]Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8081114 (Provide permit»)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK # & Aml (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed ® Yes ❑ No
US ACOE Approval of Delineation completed ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
For DFQ use
Fee Split for multiple permits. (Check p )
Buffer Impacts. ® No ❑ YES —acre(s)
Isolated wetland on Properly ❑ Yes ❑ No
404 Application in Process wl US ACOE ❑ Yes ❑ No Permit
Fee
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
S
Variance (❑ Mal; ❑ Min)
S
SW (❑ HD, ❑ LD, ❑Gen)
S
401:
S
Los
I Stream Deter—
5
NCDEQ EXPRESS March 2016

HAMPSTEAD COMMONS
PENDER COUNTY, NC
STORMWATER EXPRESS REVIEW NARRATIVE
Prepared for:
PC RESIDENTIAL, LLC
Prepared be:
PARAMOUNTE
122 CINEMA DRIVE
Wilmington, NC 28403
NC License rt: C-2846
Project #16191 PE
August 2016

DESIGN NARRATIVE
PC Residential LLC proposes to construct a 72 single family neighborhood as a modification to the
12/23/10 SW8 081114 for the Hampstead Lifestyle Center, it is located at the intersection of the proposed
Transfer Station Road and Country Club in Hampstead. The property drains to an unnamed tributary of
Old Topsail Creek (SA, HQW; 18-87-12) — White Oak Basin. The stormwater will be treated via an
expansion of the existing stormwater pond that was permitted back in 2010.
DESIGN PROJECT
All stormwater for the proposed development will be directed by way of a storm sewer system to an
adequately designed stormwater BVIP. All land disturbance activity will be design and permitted with
NCDEQ Erosion Control.

DESIGN NARRATIVE.
DESIGN PROJECT
ATTACHMENTS:
SOILS NIAP
HAMPSTEAD COMMONS
PENDER COUNTY, NORTH CAROLINA
Project # 16191 PE
Table of Contents
Page i

1 A
>Cf
/
K
"SITE
VICINITY MAP
SCALE V = 2000'
NORTH

For OEO Use ONLY
Reviewer �
North Carolina Department of Environmental Quality suemE
Request for Express Permit Review
Time
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (Pi file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;afison.davidson a( )ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(dncdenrgov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107; marcia.allocco(a)ncdenrgov
• Washington Region -Lyn Hardison 252-948-3842 orlyn.hardison(ciincdenr ijov
• Wilmington Region -Cameron Weaver910-796-7303 orcamer-on..weaver[)ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day
Project Name HAMPSTEAD COMMONS County FENDER
Applicant. KEITH SAIEED Company PC RESIDENTIAL. LLC
Address: 2550 CAPITOL DRIVE, SUITE 105 City RALEIGH, State NC Zip 27522
Phone: _-_- Fax _-_-, Email: KEITH@ksade com
Physical Location:OFF TRANSFER STATION ROAD AND COUNTRY CLUB ROAD
SW
SW
SW
NPDES
NPDES _
w0
WO _
E&S _
E&S
Other
Project Drains into OLD TOPSAIL CREEK waters — Water classification SA/HQW > 112MI (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin Is project draining to class ORIN waters? N. within %mile and draining to class SA waters N. or within 1 mile
and draining to class HOW waters? Y/N
Engineer/Consultant: TIM CLINKSCALES, PE Company PARAMOUNTE ENGINEERING, INC 3 )
Address: 122 CINEMA DR City. WILMINGTON, State NC Zip: 28403-
Phone. [phone], Fax: [phone], Email [e-mail] at Am 20.
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
S #_ JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER.
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Inlermifent/Perennial Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater _: ❑ General ❑ SFR, ❑ SFR < 1 ac ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)j
❑ High Densely -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High.Density -Bio-Retention _ # Treatment Systems _ ❑ High Density —SW Wetlands _ # Treatment Systems
X ® High Density -Other _ # Treatment Systems AZ MOD_❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SVV8081114 (Pri permit )
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with
acres to be disturbed. (CK # & Amt (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Foi DLQ use
Fee Split for multiple permits: (Check # I
Buffer Impacts ® No ❑ YES _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE ❑ Yes ❑ No Permit
Y
SUBMITTAL DATES
Fee
it
SUBMITTAL DATES
Fee
CAMA
S
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
I $
401:
$
LQS
I $ I
Stream Deter—
$
NCDEQ EXPRESS March 2016

HAMPSTEAD COMMONS
PENDER COUNTY, NC
STORMWATER EXPRESS REVIEW NARRATIVE
Prepared for:
PC RESIDENTIAL, LLC
Prepared by:
PARAMOUNTE
122 CETENIA DRIVE
Wilmington, NC 28403
NTC License #: C-2846
Protect #16191.PE
August 2016

DESIGN NARRATIVE
DESIGN PROJECT
ATTACHMENTS:
SOILS D4AP
HAMPSTEAD COMMONS
PENDER COUNTY, NORTH CAROLINA
Project #16191 PE
Table of Contents
Page

DESIGN NARRATIVE
PC Residential LLC proposes to construct a 72 single family neighborhood as a modification to the
12/23/10 SW8 081114 for the Hampstead Lifestyle Center, it is located at the intersection of the proposed
Transfer Station Road and Country Club in Hampstead. The property drains to an unnamed tributary of
Old Topsail Creek (SA, HQW; 18-87-12) - White Oak Basin. The stormwater will be treated via an
expansion of the existing stormwater pond that was permitted back in 2010.
DESIGN PROJECT
All stormwater for the proposed development will be directed by way of a storm sewer system to an
adequately designed stormwater BMP. All land disturbance activity will be design and permitted with
NCDEQ Erosion Control.

SITE
S
VICINITY MAP 9
SCALE 1' = 2000' ��

Hydrologic Soil Group—Pender County, North Carolina
MAPLEGEND
MAP INFORMATION
Area of Interest (AOq
❑
C
The soil surveys that comprise your AD I were mapped at 1 24,000
Area of Interest(AOI)
❑
C/D
Warning Soil Map may not be valid at this scale.
Soils
❑
D
Soil Rating
Polygons
Enlargement of maps beyond the scale of mapping can cause
A
❑
Not rated or not available
misunderstanding of the detail of mapping and accuracy of sod line
placement. The maps do not show the small areas of contrasting
�f
A/D
water Features
soils that could have been shown at a more detailed scale
. .,.
Streams and Canals
0
B
Transportation
Please rely on the bar scale on each ma sheet for ma
Y P P
Q
B/D
t-rr
Puts
measurements
C
�/
Interstate Highways
Source of Map Natural Resources Conservation Service
C/D
Web Soil Survey URL htlp //websoilsurvey nres usda gov
rye
US Routes
Coordinate System. Web Mercator (EPSG.3857)
D
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
Q
Not rated or not available
Local Roads
projection, which preserves direction and shape but distorts
Soil Rating Lines
distance and area. A projection that preserves area, such as the
Background
Albers equal-area conic projection, should be used if more accurate
~
A
®
Aerial Photography
calculations of distance or area are required
~
A/D
This product is generated from the USDA-NRCS certified data as of
B
the version date(s) listed below
,y
B/D
Sol Survey Area. Ponder County, North Carolina
Survey Area Data. Version 17, Sep 29, 2015
C
Soil map units are labeled (as space allows) for map scales 1,50,000
,w
C/o
orlarger
D
Date(s) aerial images were photographed. Mar 7, 2010—Oct 17,
. .
Not rated or not available
2010
Sod Rating
Points
The orthophoto or other base map on which the soil lines were
❑
A,
compiled and digitized probably differs from the background
imagery displayed on these maps As a result, some minor shifting
❑
A/D
of map unit boundaries may be evident
❑
B
®
B/D
USDA Natural Resources Web Soil Survey 5/16/2016
Conservation Service National Cooperative Sod Survey Page 2 of 4

Hydrologic Soil Group—Pender County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit— Pender County, North Carolina (NC141)
Map unit symbol
Map unit name Rating
Acres in AOI
Percent of AOI
LnA
Leon fine sand, 0 to 2 A/D
percent slopes
300
37 6010
Mu
Murville muck AID
37.21
465%
On
Onslow loamy fine sand A
1271
15.9
Totals for Area of Interest
79.91
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.
Lsim Natural Resources Web Soil Survey 5/16/2016
1-111111110 Conservation Service National Cooperative Sod Survey Page 3 of 4