SW8060553_HISTORICAL FILE_20130129

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Ole 0 5 5'5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 �'> 0 �2
YYYYMMDD
r

RDAR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
January29, 2013
Division of Water Quality
Charles Wakild, P. E.
Director
Mr. Jerry Kinlaw, Senior Vice President
First Troy SPE, LLC
201 Market St.
Wilmington, NC 28401
Subject: Stormwater Management Permit No. SW8 060553
Porter's Pointe Subdivision
High Density Commercial infiltration Basin Project
New Hanover County
Dear Mr. Kinlaw:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete modified State Stormwater Management Permit Application for
Porter's Pointe Subdivision on January 22, 2013. Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in 15A NCAC 2H .1000 and Session Law
2008-211. We are forwarding Permit No. SW8 060553 dated January 29, 2013, for the construction, operation and
maintenance of the BMP's and built -upon area associated with the subject project.
Modifications: The number of lots has been reduced from 59 to 54, and the impervious allocation has been
redistributed, but the BMP design is unchanged. Please replace your current set of plans' data showing the lot layout
and impervious allocation with sheet SW-1 approved with today's date. Other data shown on previously permitted
plans remains in effect.
This permit shall be effective from the date of issuance until December 19, 2020, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 150E of the North Carolina General Statutes, and must be filed with the OAH within thirty
(30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing
fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit
shall be final and binding. If you have any questions, or need additional information concerning this matter, please
contact Kelly Johnson, at [phone].
Sinp6rely,
� r
Wakild, P.E., Director
Division of Water Quality
GDS/kpj: S:\WQS\Stormwaler\Permits & Projects\2006\060553 HM2013 01 permit 060553
cc: Matthew Haley, PE, Cape Fear Engineering
Inspector, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location. 512 N Salisbury St Raleigh, North Carolina 27604 One
Phone [phone] \ FAX: 9IM07-6492 \ DENR Assistance 1-877623-6748 NorthCarolina
Inlemet w rimaterouality ora 'A atural&

State Stormwater Management Systems
Permit No. SW8 060553
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION INFILTRATION BASIN 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
First Troy SPE, LLC
Porter's Pointe Subdivision
Porters Neck Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) infiltration basins in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211, as applicable
(hereafter jointly and individually referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until December 19, 2020 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The subdivision is permitted for
54 lots, each allowed a maximum amount of built -upon area as listed in Section
11.13 of this permit. The stormwater controls labeled A and B have been
designed to handle the runoff from 243,993 and 192,301 square feet of
impervious area, respectively.
3. The drainage areas will be limited to the amounts of built -upon area indicated in
Sections 1.2 and 1.7 of this permit, and per approved plans. The built -upon area
for the future development in the drainage areas labeled A and B are limited to
10,000 and 12,095 square feet, respectively.
4. The excess design storm overflow from the infiltration basin must be directed into
a 50 foot vegetated filter strip and level spreader, designed per Section .1008 (f)
of the stormwater rules.
The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 060553
6. All stormwater collection and treatment systems must be located in either public
rights -of -way or dedicated common areas or recorded drainage easements. The
final plats for the project will be recorded showing all such required rights -of -way,
common areas and easements, in accordance with the approved plans.
7. The following design elements have been approved for this infiltration basin
stormwater facility, and must be provided in the system at all times.
Infiltration Basin A
Infiltration Basin B
a. Drainage Area, acres:
Onsite, Subject to 1995 Rules, ft2:
Onsite, Subject to SL 2008-211, ft2:
Offsite, ft2:
11.52
496,260
5,397
None
9.41
401,449
8,542
None
b. Total Impervious Surfaces, ft:
Onsite, Subject to 1995 Rules, ft2:
Onsite, Subject to SL 2008-211, ft2:
Offsite, ft2:
243,993
238,596
5,397
None
192,301
8,542
183,759
None
c. Design Storm
Subject to 1995 Rules, inches:
Subject to SL 2008-211, inches:
1.5
3.83
1.5
3.83
d. Basin Depth, ft:
6.0
6.0
e. Bottom Elevation, FMSL:
18.0
18.0
f. Bottom Surface Area, ft:
7,454
7,389
g. Storage/Bypass Weir Elevation, FMSL:
24.0
24.0
h. Storage/Bypass Weir Surface Area, ft:
12,663
14,288
i. Permitted Storage Volume, ft :
59,883
63,783
j. Type of Soil:
Kenansville
Kenansville
k. Expected Infiltration Rate, in/hr:
9.0
8.8
I. Seasonal High Water Table, FMSL:
16.0
16.0
m. Time to Draw Down, days:
0.25
0.20
n. Receiving Stream/River Basin:
Pages Creek / Cape Fear
o. Stream Index Number:
18-87-22
p. Classification of Water Body:
"SA, HQW"
II. SCHEDULE OF COMPLIANCE
The permittee shall not alter any aspect or any component of the approved
stormwater drainage and collection system, or pipe any ditches or swales shown
on the approved plans, except for a minimum driveway pipe, unless and until the
permittee shall have submitted a modification to the permit and received approval
from the Division. Additionally, the permittee shall not allow any homeowner, lot
owner, builder or developer to alter any aspect or any component of the
approved stormwater collection system or to pipe any ditches or swales shown
on the approved plans, except for minimum driveway crossings, unless and until
the permittee shall have submitted a revision to the permit and received approval
from the Division.
2. The permittee shall routinely monitor the project to ensure that the proposed
built -upon area for the entire project including lot BUA, streets, recreation
facilities and sidewalks, does not exceed the permitted maximum allowable built -
upon area. Where the permittee finds a noncompliance with the permit on an
individual lot, the permittee shall notify the lot owner in writing, requiring
remediation of the noncompliance within a reasonable time frame, and shall
follow-up to ensure that the noncompliance has been resolved.
3. The permittee is responsible for approving and monitoring all driveway pipe
installation on individual lots. The permittee shall assure that all piping shall be
that minimum amount and diameter necessary to adequately pass the drainage
underneath the driveway, while maintaining a 3:1 side slope.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060553
4. The permittee shall not approve any lot plan where the permitted maximum BUA
is exceeded, or where piping of ditches or swales is proposed, or where
excessive driveway piping is proposed, without first submitting a permit
modification and receiving approval from the Division of Water Quality.
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.
6. 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 the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision, acquisition, or sale of 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.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
10. 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.
11. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function as designed. The approved Operation and Maintenance Agreement
must be followed in its entirety and maintenance must occur at the scheduled
intervals listed in the O&M Agreement.
12. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 060553
13. 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 060553, as issued
by the Division of Water Quality 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 State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is as follows:
Built Upon Area s
1-15
4,015
16R
5,000
18-28
4,015
30R
5,000
31 R-32R
4,015
34-61
4,015
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 affected lots shall provide a 50-foot-wide buffer adjacent surface
waters, measured horizontally from and perpendicular to the normal pool
of impounded structures, the top of bank of both sides of streams and
rivers, and the mean high water line of tidal waters.
In. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
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.
14. 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.
15. Prior transfer of the permit, the stormwater facilities must be inspected by DWQ
staff and must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
16. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
Page 5 of 8

State Stonnwater Management Systems
Permit No. SW8 060553
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the Permittee or of the project, or a mailing address change, the
permittee shall submit a completed and signed "Name/Ownership Change Form"
to the Division of Water Quality, accompanied by the appropriate documentation
as listed on the form. The project must be in good standing with DWQ. The
approval of this request will be considered on its merits and may or may not be
approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Neither the sale of the project area, in whole or in part, nor the conveyance of the
common areas to a third party, constitutes an approved request to transfer the
permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
6. 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.
7. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
8. The Permittee grants permission to staff of the DWQ to access the property for
the purposes of inspecting the stormwater facilities during normal business
hours.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. A copy of this permit, the supplement
forms, the Operation and Maintenance Agreements, and the approved plans and
specifications shall be maintained on file by the Permittee at all times.
10. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal application shall include the
required application, appropriate application fee and documentation.
Permit modified and reissued this the 29t" day of January 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 060553
Porter's Pointe Subdivision
Stormwater Permit No. SW8 060553
New Hanover County
Designer's Certification
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 060553
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 level spreader / vegetated filter strip.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 8 of 8

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
a o'
U� D
Applicable Rules:
(select all that apply)
❑ Coastal SW —1995 ❑ Coastal SW —
❑ Non -Coastal SW- HQW/ORW Waters
❑ Other WQ Mgmt Plan:
2008 ❑ Ph II - Post Construction
❑ Universal Stormwater Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Porter's Pointe Subdivision
2. Location of Project (street address):
Porter's Neck Road between US17 and Lantana Lane
City:Wilmington County:New Hanover Zip:28411
3. Directions to project (from nearest major intersection):
Traveling North on US 17 take a right on Porter's Neck Road The proietc site is approximately 0 25 miles
down Porter's Neck Road on the right
4. Latitude:34° 1734" N Longitude:77° 4701" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneoals with modifications 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 060553 , its issue date (if known)6/16/11 and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? []No ❑Yes
If yes, see S.L. 2012-200, Part Vl: httl2://12ortal.ncdenr.org/web/`wq/ws/su/statesw/rules laws
ECEUVEh
JAN 2 2 2013
FormSWU-101 Version06Aug2012 Page I of U
BY:

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: First Troy SPE, LLC
Signing Official & Title:lerry Kinlaw, Senior Vice President
b.Contact information for person listed in item la above:
Street Address:201 Market Street
City:Wilmington State:NC Zip:28401
Mailing Address (if applicable):
City: State: Zip:
Phone: [phone] Fax: (910 ) 251-1652
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
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone:
State:
State:
Fax: ( 1
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
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: S
Form SWU-101 Version 06Aug2012 Page 2 of 7
Zi
! t
JAN 2 2

Phone:
Fax: ( 1
4. Local jurisdiction for building permits: New Hanover County
Point of Contact:Chris O'Keffe
IV. PROJECT INFORMATION
Phone #: (910 ) 798-7165
1. In the space provided below, briefly summarize how the storm water nmofI will be treated.
Stormwater from the proposed project will be collected in a piped drainage system and carried to one of two
infiltration basins for treatment.
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 PUDApproval Date:
® Valid Building Permit Issued Date:
❑ Other: Date:
b.lf 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
4. Total Property Area: 24.29 acres
River basin.
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':
24.29 acres
Total project area shall be calculated to exclude the followin : the normal pool of impounded structures, the area
between the area
of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) 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). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 34.06 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
IE CEEIV E
JAN 2 2 2013
BY:
Form SWU-101 Version 06Aug2012 Page 3 of 7

Basin Information
Drainage Area A_
Drainage Area B
Drainage Area _
Drainage Area _
Receiving Stream Name
Pages Creek
Pages Creek
Stream Class *
SA;HQW
SA;HQW
Stream Index Number *
18-87-22
18-87-22
Total Drainage Area (sf)
501,657 sf
409,991 sf
On -site Drainage Area (so
501,657 sf
409,991 sf
Off -site Drainage Area (sf)
-
-
Proposed Impervious Area** (sf)
1 243,993 sf
192,301 sf
Impervious Area** (total)
1 48.64%
46.90%
Impervious" Surface Area
Drainage Area A
Drainage Area B
Drainage Area
Drainage Area
On -site Buildings/Lots (sf)
122,458 sf
112,383 sf
On -site Streets (sf)
74,499 sf
60,454 sf
On -site Parking (sf)
-
-
On -site Sidewalks (sf)
14,306 sf
7,369 sf
Other on -site (sf)
22,730 sf
-
Future (sf)
10,000 sf
12,095 sf
Off -site (sf)
-
-
Existing BUA*** (sf)
i -
Total (sf):
243,993 sf
1 192,301 sf
Stream Class and Index Number can be determined at: httv:/Poortal.ncdenr.orghoeb/zoq[ps/csu/classifications
Im eraious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DVVQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintgn'Zmgq-(Q&M)'fo "
must be submitted for each BMP specified for this project. The latest versions of the form h c)'Ge" d'oGloafie
from htto://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual. JAN 2 2 2013
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water ua ,ty
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htto://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://12ortal.ncdenr.org/web/wq/wsZsu/mal2s.)
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 htto://portalmcdennorg/web/wq/ws/su/statesw/forms does.
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
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htW://www.envhelp.org/12ages/onestol2exl2ress.htrnl 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.)
v1%at
Form SWU-101 Version 06Aug2012 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
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 N (A
receiving stream drains to class SA waters within' i mile of the site boundary, include the fi
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: MR*
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify to 1 A
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No: 141A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 1 C"A
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.
http://www.secretary.state.nc.us/Corporations/CSearch.asl2x
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
h_ptt ://portal.ncdenr.or,g/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parrti%3nAd peersons elaiming
under them, that the will run with the land, that the required covenants cannot be c eons
y q hater geSLor_deleted—
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
JAN 222013
Form SWU-101 Version 06Aug2012 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Matthew Haley, PE
Consulting Firm: Cape Fear Engineering, Inc
Mailing Address:151 Poole Road Suite 100
City:Belville State:NC Zip:28451
Phone: (910 ) 383-1044
Email:[e-mail]
Fax: (910 ) 383-1045
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item lo) 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.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
SEAL
Date:
County of
personally appeared
and acknowledge the due execution of the application for a
My commission
�! t 'V i1/
I"
i
Form SWU-101 Version 06Aug2012 Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) terry Kinlazo
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 2H .1000 and any other applicable state stormwater requirements.
Date: SFiN 3� 2-ol3
I, �. �ta�i tj�IjP n �j�, a Notary Public for the State of N10VA t�L M11YA . County of
N� 17ir�pyml do hereby certify that dCYYN 1 ✓I:CIU) personally appeared
before me this -5 day of J,4- "Y ZOJ- . and acknowledge the due execution of'the application for a
stormwater permit. Witness my hand and official seal,
y: 0tARp
ti
PUBL\G•
yANO\VJ "X\�
SEAL
My commission expires
4 t � `
�`
is
i,
Form SWU-101 Version 06Aug2012 Page 7 of 7

m

(j Completeness Review Checklist
Project Name: \00.ir3t:S (Co%nSIF lfx) Received Date:
Project Location: oKC; LLryJ Accepted Date:
Rule(s) [ 2008 Coastal
R1995 Coastal ElPhase It (WiRO ) El Universal F-11988 Coastal
Type of Permit: New or
o or PR
Existing Permit # (91 or PR):
()(9OSS 3 FIPE Cert on File?
Density: H or LD
%: (% DO)
Type: Commercial or Res de tial
0NCG:
[_]Offsite to SW8
FlExempt
Stream Class: 5 P jitQ VJ [:]SA Map
Subdivided?: Sub i n or Sin le Lot
I OR\ll Map
Emailed Engineer on:
�ment(s) (1 original per BMP) 0&4 BMP Type(s):
with correct/original signatures (1 original per BMP except LS/VFS and swoles) tW',h X%
ation with correct/original signatures Q
/' ' (Corp or LLC Sig. Auth. per SoS or letter
�$`505 (within 6mo)
oils Report with SHWT
Calculations (signed/sealed) r° V
�No obvious errors
Density includes common areas, etc
Opeed Restrictions, if subdivided:
El8fgned & Notarized
F-2orrect Template (Comm/Res & HD/LD) or DE
Plans
Note to Reviewer:
-19e9u4iyvd `/-)/I3
-OJ%M,lZ6o Sty. H• m�, ri>ti� CAeck It
o
[E2 Sets F1 Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps El Project Boundaries
Infiltration �a Wet Pond Offsite
Soils Report �bs°o& Soils Report MPE 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 Inff;Ymatien:- *lIbltt
Permitted a0.SEn A Proposed: $4stn D Pr000sed: Pr000sed:
p�cm,,nb o
BUA (sf)
IZWSQq
am
Depth (ft)
SA (sf)
a4 (kq3
14')30
a o o, 3
01

N*�11 CAPE FEAR
/ Engineering, Inc.
151 Poole Road,, Suite 100
BeWle, NC 29451
TEL (810)W8 10
FAR [phone]
www.copefearen_qineering.com
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Kelly Johnson
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
REC) JAN 2 2 2013
Transmittal
21.2013
SW8 060553 Modification
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Original
$505 Permit Fee
1
Original
Cover Letter
2
Original &
Copy
Revised Stormwater Application
2
Original &
Copy
Revised Deed Restriction and Protective Covenents
1
Copy
Revised Basin B Calculations
1
Copy
Document giving Jerry Kinlaw signatory authority for First Troy
2
Copies
Revised Stormwater Plan Sheet SW-1
1• 1 n n
:; L L LIJIJ
REMARKS If you have any questions please call me a1383-1044. Thank you, Matt Haley
CC:
File 750-05 "36"
Cape Fear Engineering, Inc.
Signed:
Matthew Haley, P.E.
Received
P V50750-05 F&PORTERS POINTE SDNdmin\STORMTR\NCOENMDeamber 2012 M dicatwn 013-01-21 Trans NCDENR aoc

CAPE FEAR
Engineering, Inc.
January 21, 2013
Kelly Johnson
NCDENR
Water Quality Section - Stormwater
127 Cardinal Dr. Ext.
Wilmington, NC 28405
RE: Modification for Stormwater Project No. SW8 060553
Porter's Pointe Subdivision
New Hanover County
Dear Kelly,
On behalf of First Troy SPE, Cape Fear Engineering(CFE) is submitting for a Permit
Modification to the approved NCDENR State Stormwater Permit for the above referenced
project.
The reason for the modification is a minor revision to the previously approved land plan and alley
layout. The modified area has been clouded on the included Stormwater drawing. In this area,
previously approved lots 31-33 have been combined into new lots 31 R & 32R. Additionally, the
existing alley pavement has been reduced to 9-ft wide and the alley has been extended between
existing lot 30R and new lot 31 R.
The previously permitted "Reserve" impervious area for Basin B has been updated based on these
changes such that the overall impervious area has not changed. Please note that this modification
does not affect the previously permitted BMPs.
I trust that this information is sufficient to review and approve the modification for the subject
stormwater permit. However, if you have any questions or need any additional information please
do not hesitate to contact me.
Sincerely
Matthew P. E.
CC: CFE File 750-05 "36"
ZCEIM �
JAN 22 no
151 Poole Road, Suite 100 • 8elville, NC26451 • 7EL: [phone] • FAX: [phone]
www.capefearengineering.com
P V50V5M5 FB-PORTERS POINTS SDAdmm\STOWWTRWCDF.NR\.be,2012,1fodifcavonCOU-01-0)ModeRcauon N.nmv doe

�! INFILTRATION BASIN DATA SHEET DATE: 1/7/2013
DESIGN CALCULATIONS FOR PROJECT NO.: 750-05
PORTER'S POINTE DESIGNED BY: MTh
INFILTRATION BASIN B
INFILTRATION 15A51N AB
DRAINAGE AREA (Ad) =
409,991
5Q.
PT
IMPERVIOUS AREA (Ai):
BUILDING5:
I 1 2,353
5Q.
FT
STREETS:
GO,454
SQ,
FT
SIDEWALKS
7,3G9
5Q.
Ff
RESERVE
12,035
50.
PT
TOTAL:
192,301
5Q.
FT
PERCENT IMPERVIOUS (I):
I = Acl/AI = 4G.90%
REQUIRED STORAGE VOLUME:
•� Cif � -.,.
SEAL r
9 038615 . t
! I'I Ittz'
Note: All drainage and impervious areas previously permitted are vested. Therefore, the required design
storm storage volume for these areas is the 1 .5" design storm volume only. All drainage and Impervious
that was not part of the original permit is NOT vested. Therefore, the required design storm storage
volume for these areas is the larger of the 1 .5" design storm volume or the difference in the pre -post
runoff volumes for the I -yr 24-hour storm event
VESTED AREAS (PREVIOUSLY PERMITTED DRAINAGE AND IMPERVIOUS AREAS)
DRAINAGE AREA = 384,G35 511
IMPEVIOUS AREA = 183,755 5F
% IMPERVIOUS = 47.77%
REQUIRED VOLUME (SIMPLE METHOD 8Y TOM 5CHUELER):
Rv=0.05+0.009'(I)
Rv= 0.47997413
VOLUME= I .5"'Rv'Ad = 0.52977 172
23,077 fi
NON-VE5TED AREAS (ADDITIONAL DRAINAGE AND IMPERVIOUS AREAS)
DRAINAGE AREA = 25,35G 5F = (409,991 5F - 384,G35 5F)
IMPEVIOU5 AREA = 8.542 5F = (192.301 5F - 153.759 5F)
% IMPERVIOUS = 33.69%
REQUIRED VOLUME (SIMPLE METHOD 5Y TOM 5CHUELER):
Rv=0.05+0 009'(I)
P.v= 0 3531045 )
VOLUME= 1 .5"'Rv'Ad = 0.025G9904 AC -FT
1.1 19 FT^3
REQUIRED VOLUME (PRE -POST I -YEAR 24-HOUR):
PRE -DEVELOPMENT
P 175011 FB-PORTERS POINTE 5D\Calas\20I 1-05-17 Infiltration Basn 5 ds
rJ
c EUV EAN 2 2 2013
BY:------
INF EA51N 5
DATA SHEET
PAGE I Of 3

% IMPERVIOUS = 0.0%
Rv=O 05+0.009*(1)
RV= 0.05
VOLUME= 3.83-Rv-Acl = 0.00312935 AC -PT
13G F^3
PRE -DEVELOPMENT
%IMPERVIOUS = 33.G9%
Rv=O 05+0.009'(U
Rv= 0 35319451
VOLUME= 3 83"'Rv'AJ = 0 OG5G 182 AC -FT
2,858 Ff^3
VOLUME P05T - VOLUME PRE =
2,722
CF
REQUIRED VOLUME(VE5TED AREA5) =
23,077
CE
REQUIRED VOLUME(NON-VESTED AREA5) =
2,722
CF
11
DE51GN VOLUME =
25,700
CP
VOLUME PROVIDED
INCREM.
TOTAL
EL.
SA (5f:)
VOL. (CP)
VOL (CF)
18
7,389
0
0
19
8,383
7,88G
7,88G
20
9,497
8,940
1 G,82G
21
10,777
10,137
2G,9G3
22
1 1,452
1 1,1 15
38,078
23
12,835
1 2, 144
50,221
WEIR 24
14,288
13,5G2
G3,783
25
15,801
15,045
78,827
STORAGE VOLUME PROVIDED AT ELEV (24.0) = G3,783 CF
VOL. PROV'D= G3,783 > 25,799 =VOL. REQ'D OK
P \750V 50 05 Fb PORTERS POINT E 50\CaIC5\201 1-05-17 InfAtradon W1,1 5 As
INP EA51N D
DATA 5HEET
PAGE 2 Of 3

OP.AWDOWN TIME:
LINEAR INFILTRATION RATE = 8.5 IN/HR
0.000204 FT/5
EA51N BOTTOM AREA = 7,369 5F
INFILTRATION FLOWRATE = 1.505 1 G7 CF5
VOLUME TO DRAWDOWN = 25,799 CF
DRAWDOWN TIME = 285.G7O1 MIN
= 4.7G I I G9 HOURS
= 0.198382 DAYS
P V 50\750 05 PB.PORTER POINTE 5D\Calc5\201 1-05-1 Infncranon Basin B As
NF EA51N B
DATA SHEET
PAGE 3 OF 3

SW8 060553 - Porters Point Subdivision - 1/29/13 Review Notes, K. Johnson
Onsite Buildings
Onsite Streets
Onsite Sidewalks
Onsite Other
Future
Total BUA
# Lots:
6/16/11 Permit
11/18/11 PR
1/29/13 Permit
DA A
DA B
DA A
DA B
DA A
DA B
Lot #
BUA/Lot
Lot #
I BUA/Lot
122,458
116,398
122,458
116,398
122,458
112,383
ftZ
1
4,015
ftZ
32RI
4,015
ftZ
74,499
58,534
74,499
58,534
74,499
60,454
ftZ
2
4,015
ftZ
341
4,015
ftZ
14,306
7,369
14,306
7,369
14,306
7,369
ftZ
3
4,015
ftZ
351
4,015
ftZ
0
0
7,359
0
22,730
0
ftZ
4
4,015
ftZ
361
4,015
ftZ
32,730
10,000
25,371
10,000
10,000
12,095
ftZ
5
4,015
ftZ
37
4,015
ftZ
243,993
192,3011
243,9931
192,3011
243,9931
192,301
ftZ
6
4,015
ftZ
38
4,015
ftZ
59
59
54
lots
7
4,015
ftZ
39
4,015
ftZ
Sum Buildings' Data (A+B): 234,841
8
4,015
ftZ
40
4,015
ftZ
9
4,015
ftZ
41
4,015
ftZ
10
4,015
ftZ
42
4,015
ftZ
111
4,015
ftZ
43
4,015
ftZ
12
4,015
ftZ
44
4,015
ftZ
13
4,015
ftZ
45
4,015
ftZ
14
4,015
ftZ
46
4,015
ftZ
15
4,015
ftZ
47
4,015
ftZ
16R
5,000
ftZ
48
4,015
ftZ
18
4,01S
ftZ
49
4,015
ftZ
19
4,015
ftZ
50
4,015
ftZ
20
4,015
ftZ
Si
4,015
ftZ
21
4,015
ftZ
52
4,015
ftZ
22
4,015
ftZ
53
4,015
ftZ
23
4,015
ftZ
54
4,015
ftZ
24
4,015
ftZ
55
4,015
ftZ
251
4,015
ftZ
56
4,015 Ift2
261
4,015
ftZ 1
57
4,015
ftZ
27
4,015
ftZ
58
4,015
ftZ
28
4,015
ftZ
59
4,015
ftZ
30R
5,000
ftZ
60
4,015
ftZ
31R
4,015
ftZ
61
4,015
ftZ
234,840
ftZ
54
Lots
(in A+B)
�J
o i5 gram \'( W PO 10 (0
otal
otal

NEW HANOVER COUNTY
Engineering Department James P. lannucei, PE, CFM
230 Government Center Drive • Suite 160 County Engineer
Wilmington, North Carolina 28403 T. Jason Clark, PE
TELEPHONE [phone] Chief Project Engineer
Fax [phone]
August 7, 2013
Mr. Jerry Kinlaw, Senior Vice President
First Troy SPE, LLC
18 Chatham Corner (PO Box 1757)
Pittsboro, North Carolina 27312
RE: Notice of Non -Compliance - Revised Stormwater Plan Required
Porter's Pointe — ATC# 319-07/10/2006
Dear Mr. Kinlaw:
This letter of Non -Compliance is being sent due to non-functional infiltration basins on -site. You
are the responsible parry of record, with First Troy SPE, LLC. It appears the infiltration basins
aren't functioning and drawing down as required. The two basins are constantly full of water causing
the entire storm drainage system to back up and cause flooding of roads, alleys and even into homes.
As currently functioning (non-functioning) the site doesn't meet the NHC Stormwater Drainage
Ordinance or the approved and certified plan. Therefore the site is in Violation of the NHC
Stormwater Drainage Ordinance. Please provide a specific plan (and time -frame) to restore the
functionality of the Stormwater infiltration basins. if a plan isn't provided to restore or re -design the
basins NHC will begin to hold building pernuts and Certificates of Occupancies.
Please note that this project has a Stormwater Permit (SW8 060553) with NCDENR. The two
infiltration basins are also a part of the NCDENR Stormwater Permit. The State is being copied on
this letter.
If you have any questions regarding the foregoing information, please contact our office.
i Sinc
ason Clark, PE
of Project Engineer
cc: File
Georgette Scott, NCDENR Stormwater Program Supervisor
Mr. Perry Davis, PE; Cape Fear Engineering, INC.
�I1

N . .
�mttaQ
t� Pc9m
,,T "' a/au1(f4 tray �
�Ih f`iA iueE �`ty �l li3
WRITTEN CONSENP TO ACTION WTvHQUT A MEET]*
OF PHE BOARD OF DIRECTORS'OF FIRST ]ROY SPE; LtC
Tfue undersigned Directors of Fiiet,TroySPI1, LAC; a No �6,Carotina'limited Ilability'campany (the "Company'♦,
hvrehy;;100't tKu followin? resolution, and Lath of the UndciSigned Direttors consents in writing to taking; this
action; effective SPptefiber.24; 2012, 2012, and kciptlog such resdlution without holding a meeting:
.officers Tit the cnijrri:�ro
WlIgAtAS; the &Tale member of the Company, First Barak, did appofrit as,of Marc ii,2.7, 2012, Messrs,' nob
1Pattersian and'f?eter-Seitz as directors of the Covhpany, and;
WHEREAS; the sole membh� of the'Company; FirsiHank: did removeias of April24, 20a2, Mslleresa
Nixa) oS a ClrectUt of IIio Co mpany, and:.
W11FREAS, lhr Boaid of, Directors of the Company desires to restate the officers of the Company, effective
as Sep¢ember24, 2a12,
BE IT RESALVEq that the foilowilig indMduais ar.e AdroY d 'IS
officers of the Company' and Ut m ar
,previously named officers oot fisted'below are no Innger officers of tfie Company effedlye,lmmediatelye
Name
Titre
leery Ochektce
President
Eric Credfe'
Execijdve Vice President
'Rob P3Mersork
Executive Vice President•
.Peter Seib
42- cupde Vice President-
leery Hihlaw
Senior Vice President
lamten Foyles
Vice President
Sheba Cole
Vice President
Kim harrlsori
Vice President
Craig_ Umvin
Vice President
Ned Murchison
Vice Presider$
This Written Consent to Action is effective as of September-24,- 2Bi2,
Fc FWF-
JAN 2 2 2013
BY: _---_`
t f
Eric rdle, 01rect4r
5e1t2, WFECtor

t t] r' vsrR `i7
LIMITED LIABILITY COMPANY
o� ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: First Troy SPE, LLC
REPORT FOR THE YEAR: 2012
SECRETARY OF STATE L.L.C. ID NUMBER: 1123848
E-Filed Annual Report
9256916
Do not data enter manually.
STATE OF INCORPORATION: NC
NATURE OF BUSINESS: Manager ofjbreclosed properties ofrelated company.
REGISTERED AGENT: Foyles, Kristen F_llefson Esq.
REGISTERED OFFICE MAILING ADDRESS: 340 Commerce Avenue, Suite 17B
Southern Pines, NC 28387
REGISTERED OFFICE STREET ADDRESS: 340 Commerce Avenue, Suite 17B
Southern Pines, NC 28387 Moore County
PRINCIPAL OFF ICE TELEPHONE NUMBER: 919-542-0460
PRINCIPAL OFFICE MAILING ADDRESS: P.O. Box 508
Troy, NC 2 73 71
PRINCIPAL OFFICE STREET ADDRESS: 341 North Main Street
Troy, NC 27371
MANAGERS/MEMBERS/ORGANIZERS:
Name: Jerry L Ocheltree
Name: Eric P. Credle
Name: Kimberly S. Harrison
Title: Manager
Tide: Manager
Title. Manager
Address:
Address:
Address:
341 X. Main St.
341 N Mann Si.
341 N. Main S1.
Troy, NC 27371
Troy, NC 27371
Troy, NC 2 73 71
Name. Peter Seitz
Title: Manager
Address:
341 N. Main ,St.
T rov. NC 27371
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILPTY COMPANIES
Eric P. Credle
FORM MUST BE SIGNED BY A MANAGER/MEMBER
Eric P. Credle
11/7/2012
DAT1i
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

LIMITED LIABILITY COMPANY
ANNUAL REPORT
E-Filed Annual Report
9256916
Do not data enter manually.
NAME OF LIMITED LIABILITY COMPANY. First Troy SPE. LLC
REPORT FOR THE YEAR: 2013
SECRETARY OF STATE L.L C ID NUMBER: 1123848
STATE OF INCORPORATION: NC
NATURE OF BUSINESS Manager offoreclosed properties ofrelated company.
REGISTERED AGENT: Fovles, Kristen Flle/son Esq.
REGISTERED OFFICE MAILING ADDRESS: 340 Commerce Avenue, Suite 17B
Southern Pares, NC 28387-7168
REGISTERED OFFICE STREET ADDRESS. 340 Commerce Avenue, Suite 17B
Southern Pines, NC 28387-7168 Moore County
PRINCIPAL OFFICE TELEPHONE NUMBER 910-246-2500
PRINCIPAL OFFICE MAILING ADDRESS: 300 SW Broad Street
Southern Pines, NC 28387-5407
PRINCIPAL OFFICE STREET ADDRESS: 300 SW Broad Street
Southern Pines, NC 28387-5407
MANAGERS/MEMBERS/ORGANIZERS:
Name: Rob Patterson
Title: Manager
Address.
300 SW Broad Streei
Southern Pines, NC 28387
Name: Peter Seitz
Title: Manager
Address:
300 SW Broad Street
Southern Pines, NC 28387
.Nance: Eric P. Credle
Title: Manager _
Address:
300 SW Broad Street
Southern Pines, A'C 28387
Name - Kimberly S. Harrison
Title: Manager
Address.
341 N. Main St.
Trot NC 27371
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Eric P. Credle
FORM MUST BE SIGNED BY A MANAGER/MEMBER
Eric P. Credle
11/13/2013
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Wednesday, January 02, 2013 9:25 AM
To:
'Matt Haley'
Cc:
Casmer, Jo
Subject:
RE: SW8 060553, Porter's Pointe'
Jo,
I have processed this return letter. Can you let Matthew know when it is ready for pick up?
Thanks,
KJ
From: Matt Haley [mailto:matt.haley(a)capefearengineering.com]
Sent: Wednesday, January 02, 2013 8:45 AM
To: Johnson, Kelly
Subject: RE: SW8 060553, Porter's Pointe
Kelly,
You are correct in that the number of lots will decrease by one. I was under the impression that since there was no
increase in BUA and no changes to the BMPs this could be handled as a plan revisions. However, if you are telling me
that a modification is required, we will re -submit as such. Can you please leave the plan revision package up front and
we will have someone come by and pick it up later today.
Thanks,
Matthew T. Haley - PE, LEED Green Associate
Ma�
CAPE VEAR
ENGINEERING
From: Johnson, Kelly [mailto:[e-mail]]
Sent: Wednesday, January 02, 2013 8:09 AM
To: Matt Haley
Subject: FW: SW8 060553, Porter's Pointe
Matthew,
I think that the number of lots will change for this permit, so if I don't hear differently from you today I will have to
return it tomorrow.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Friday, December 21, 2012 8:29 AM
To: 'Matt Haley'
Subject: SW8 060553, Porter's Pointe
Matthew,

It sounds like this proposal will reduce the total number of lots by one (from 59 lots to 58 lots), or am I missing
something? If the number of lots changes, then this would be a modification because of the change in the permit
text/deed restrictions. lust let me know.
Thanks,
KJ
***My email has changed to [e-mail]
K_6t'�J oh Viso Vt,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

&A
MC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
January 2, 2013
Mr. Jerry Kinlaw, Senior Vice President
First Troy SPE, LLC
201 Market St
Wilmington, NC 28401
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: APPLICATION RETURN
Porters Pointe Subdivision
New Hanover County
Dear Mr. Kinlaw:
Dee Freeman
Secretary
On December 20, 2012, the Division received an incomplete State Stormwater Management Application for the
project listed above. The application is being returned because the application package lacked the necessary
elements to accept it for review. Please provide the following information upon the next submittal of this application
package:
Modification: This application will reduce the number of lots. It is therefore a permit modification rather than
a plan revision.
2. Signature Authority: The current Annual Report for First Troy SPE, LLC does not list you as a manager of
the LLC. Only managers of this LLC have signature authority. On your resubmittal, please ensure that the
documentation is signed by a manager.
Please visit DWQ's website at http://h2o.enr.state.nc.us/su/bmp fonns.htm to download the latest available forms.
Please provide the requested information and return the package to the address below. Note that the 90-day
statutory permit review time begins upon receipt of a complete application. If you have any questions, please do not
hesitate to call me at [phone] or email me at [e-mail].
Sincerely,
Ven
l Engineer
GDS/kpj: S:\WQS\Stormwater\Permits & Projects\2006\060553\2013 01 return_app 060553
cc: Matthew Haley, PE
Current Manager, First Troy SPE, LLC, PO Box 508, Troy, NC 27371
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone. [phone] FAX: [phone] DENR Assistance1-877-623-6748 North Carolina
Internet wvrvr.nmaterquahtyorg a'Natma l y

Completeness Review Checklist
Project Name: �_ o�zEQS Received Date:
Project Location: Nt{C Accepted Date:
Rule(s) El2008 Coastal 1995 Coastal Phase II (WiRO) Universal 01988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod o PR : 0(oo56 3 nPE Cert on File?
Density: HD or LD Type: Commercial or Residential F-1NCG+
%: n(% OK?) I Stream Class: nSA Map I nOffsite to SW8
Subdivided?:
ORW M
Paperwork Emailed Engineer on: 12%%h a 13
F-lSupplement(s) (1 original per BMP) BMP Type(s):
MO&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
Application with correct/original signatures
Li Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
M$505 (within 6mo) • ffIo57 ?�EAJI PR
Soils Report with SHWT
Calculations (signed/sealed)
1:1No obvious errors N
Density includes common areas, etc
!d Restrictions, if subdivided:
& Notarized
Plans
2 Sets Details (roads, cul-de-sacs, curbs, ' walN
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend nDA Maps C
N/18►1i
BMPs, Buildings, etc)
Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
Soils Report
�PE Cert for Master Lot #:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
�SHWT:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Proposed:
Proposed:

vvvv uoc vi�cr - - '
Date Received Fee Paid (ex ress only) Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This farm may be photocopied for use as an original
1. GENERAL INFORMATION
1. Stormwater Management Permit Number: SWS 060553
2. Project Name: Porter's Pointe Subdivision
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
First Troy SPE LLC
4. Print Owner/Signing Official's name and title (person legally responsible for permit):
Jerry Kinlaw, Senior Vice President
5. Mailing Address for person listed in item 2 above:
City:Wilmington State:NC Zip:28401
Phone: (910 ) 442-4103 Fax: (910 ) 251-1652
PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed): 11 DEC 2 0 20f2
III. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the DWQ Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original & 1 copy of the Plan Revision Application Form Mt'EI
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s)) PA-V4-
• Application fee of $500.00 (made payable to NCDENR) N t A,
VI. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 3) forry Kinlaw
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, Whe best oflmy knowledge, correct and complete.
Date: /,2 ;R 0 -) ?—
Plan Revision Form" Rev 13July2010 Page 1 of I

Basin Information
Drainage Area A
Drainage Area B
Drainage Area _
Drainalle Area _
Receiving Stream Name
Pages Creek
Pages Creek
Stream Class *
SA;HQW
SA;HQW
Stream Index Number *
18-87-22
18-87-22
Total Drainage Area (sf)
501,657 sf
409,991 sf
On -site Drainage Area (sf)
501,657 sf
409,991 sf
Off -site Drainage Area (sf)
-
-
[Proposed Impervious Area (sf)
243,993 sf
192,301 sf
Impervious Area** (total)
48.64%
46.90%
Impervious** Surface Area
Drainage Area A
Drainage Area B
Drainage Area _
Drainage Area _
Olt -site Buildings/Lots (sf)
122,458 sf
112,383 sf
On -site Streets (sf)
74,499 sf
60,454 sf
On -site Parking (sf)
-
-
On -site Sidewalks (sf)
14,306 sf
7,369 sf
Other on -site (so
22,730 sf
-
Future (sf)
10,000 sf
12,095 sf
Off -site (sf)
-
-
Existing BUA*** (sf)
-
-
Total (sf):
243,993 sf
192,301 sf
Stream Class and Index Number can be determined at: httn'//nortal ncdenr.orghoeb/zoq/ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
II. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DWQ Central Office staff to check hf the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirement 00.
V. SUPPLEMENT AND O&M FORMS DE
(� EZ
The applicable state stormwater management permit supplement and operation and me n cc (O&�fo
must be submitted for each BMP specified for this project. The latest versions of the f s can be download
•fromlit!p://portal.ncdenr.org web/wows/su/bmp-manual. I"' -- — —'---'
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from ht42://portal.ncdenr.org/web/wq/­­ws/­su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at hUp:/ /portal ncdenr org /web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialine 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 htq2://12ortal.ncdenr.org/web/wq/ws/`su/­statesw/forms does.
Initials
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
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/12ages/onestol2express.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 06Aug2012 Page 4 of 7

CAPE FEAR
'j Engineering, Inc.
151 Poole RoeC, Suite 100
Selvdle, NC 28451
TEL [phone]
FAX [phone]
www, ca pe fearengineering. com
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
7FT-1
Kelly Johnson
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
RECO DEC 2 0 2012
Transmittal
Porter's Pointe Subdivision
SW8 060553 Plan Revision
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
2
Original &
Copy
Plan Revision Application Form
1
Original
Narrative
2
Copies
Revised Page 4 of Stormwater Application with revised Impervious Breakdown
1
Copy
Document giving Jerry Kinlaw signatory authority for First Troy
2
Copies
Revised Stormwater Plan Sheet SW-1
REMARKS If you have any questions please call me at 383-1044. Thank you, Matt Haley
CC:
File 750-05 "36"
EOE' V G
DEC 2 0 2012
By: ---� —
Cape Fear Engineeri 11
Signed:
Matthew Haley, P.E.
Received By:
P.V50750-06 F&PORTERS POINTE SDWdmm\STORMWTR\NCOENR\December 2012 Mod,fi lwn 012-12-21 Trans NCDENR dm

CAPE FEAR
Engineering, Inc.
December 21, 2012
Kelly Johnson
NCDENR
Water Quality Section - Stormwater
127 Cardinal Dr. Ext.
Wilmington, NC 28405
RE: Plan Revison for Stormwater Project No. SW8 060553
Porter's Pointe Subdivision
New Hanover County
Dear Kelly,
On behalf of First Troy SPE, Cape Fear Engineering(CFE) is submitting for a Plan Revision to
the approved NCDENR State Stormwater Permit for the above referenced project.
The reason for the plan revision is a minor revision to the previously approved land plan and alley
layout. The modified area has been clouded on the included stormwater drawing. In this area,
previously approved lots 31-33 have been combined into new lots 3 1 R & 32R. Additionally, the
existing alley pavement has been reduced to 9-ft wide and the alley has been extended between
existing lot 30R and new lot 31 R.
The previously permitted "Reserve" impervious area for Basin B has been updated based on these
changes such that the overall impervious area'hasroot changed. Please note that this plan revision
does not affect the previously permitted BMPs.
I trust that this information is sufficient to'review and approve the plan revisions for the subject
stormwater permit. However, if you have any questions or need any additional information please
do not hesitate to contact me.
Sincerely
0415MatthL , P.E.
CC: CFE File 750-05 "36"
ECE�v�
OTC R 0 2012
151 Poole Road, 5uite 100 • Belville, NL 28451 • TEL: [phone] • FAX: [phone]
www capefearengineering. com
fl051p75105FB-POR9ERS POINTS SDW.mi TORAWTRWCDENRVe .m ,20I2XRA,fi<a1ronU11312-20Plan Revnx,n Nwruuve tlac

rNRITTEN CONSENT TO A177014 WIu HOUT A MEETING
OF T tE BOARD OF DIRECTORS OF FIRSr TROY SPE, oC
The undersignsd Directors of FirsrTroy SPE, LC, a Nerh Carolina liimited liability company (the "Company"¢.
heteby. dUCSI the faNuwing resolution, and each of the undexsigned DIFCCiexS consents in uniting to taking this
action, affective September 24, 2012, 2012, and adopting such resolution without holding a meeting_
Officals M the Cnotc)rin
WHFRZAS, the Ni31e 0iember 0f iht GornpDny, First Barnk, did appain: as o= March 27, Z012, Messrs, Rob
Patterson and Peter Seitz as directors of the Company, and;
WHEREAS, the sole member of the Company. First bank. did remove a:. of Aprdl24, 1012. Lis. 'Ieresa
NiKon as a diacctot of the Company, and;
W)IEREAS, the Board of n irectors of Lire Ccwrpany desires to restate the officers of the Company, effective
as September 24, 2012.
BE IT Rr5OI VFo temt the fnilow.ng Individuals Eire n0mod as officers of the Company anc thnt any
previously named officers rot listed below are no IDngerofficers of the Company effective Immedlately!
Name
f et ry Oche In re
Eric Cradle
Rob P'atterson
Peter Seitz
lefry KE hlasv
Kiasten Foyles
5110ia Cole
Kim Piarrlson
Craig Unwdn
Ned Murchison
Title
Fres:dcnt
Executive Vice President
ExecvtiVr Vice President
Executive Vice President
ScniorV-Jc President
Vice President
Vice President
Vice Pre}ldPni
Vice President
Vice PieyidCnt
This WFitten Consent to Action is effective as of 5eptember 24, 2@E2.
R ,
Ivwr4f-R— --
E nc [red It?,Direr-lr i
Seir2, DxEccnr -

®' A
v�
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
August 28, 2012
Ms. Teresa Nixon, Manager
First Troy SPE, LLC
PO Box 508
Troy, NC 27371
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: Session Laws 2009-406 and 2010-177 — Permit Extension
Stormwater Permit #SW8 060553
High Density — Porter's Pointe Subdivision
New Hanover County
Dear Ms. Nixon:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to 3 years from its current
expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which
grants an extra year for a total of four (4) years extension.
Accordingly, Stormwater Permit # SW8 060553, which was set to expire December 19,
2016, is now in effect until December 19, 2020. Please resubmit the renewal
application and fee at least 180 days prior to December 19, 2020, which would be June
19, 2020. A copy of the Renewal Application can be obtained from the following
website: http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
e Gette ScottStormwater Supervisor
Division of Water Quality
Gds\arl: S:\WQS\Stormwater\Permits & Projects\2006\060553 HD\2012 08 permit extension 060553
cc. Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance. 1-877-623-6748 NorthCarolina
Internet' www.ncxaterquality.og c a mall/

CAPE FEAR
Engineering, Inc.
151 Poole Rued, Suite 100
SeMlle, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering com
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn.
Christine Nelson
RECO N0\1 3 0 2011
Transmittal
Date: November 30, 2011
File. 750-05 "36"
Subject. Porters Point Subdivision
SW8 060553 Modification
Certification
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
II Quantity I Drawing No I Description II
1 1 Original I Certification with clarifications
REMARKS If you have anv ouestions please call me at 383-1044. Thank vou. Perry Davis
CC'
File 750-05 "36"
kecarveu Dy
Date:
PA750175"5 FR-PORTERS POINTE SDWdmirASTORtM`TMNCDENR12011-11-30 Trans NCDENR dm