SW8990462_Current Permit_20200309

ROY COOPER
Governor
MICHAEL & REGAN
sew
BRIAN 1lWRENN
dcting.t) wivr
March 9, 2020
Eagle Investments of Pender, Inc.
Attn: Charles E. Wells, Managing Director
1640 NC Highway 53 West
Burgaw, NC 28425
NORTH CAROLINA
EnvkwuneidW Qua[tty
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 990462
Rocky Point Commercial Park
Pender County
Dear Mr. Wells:
Effective August 1, 2013 the State Stormwater program has been 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 will now reference DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for Rocky Point Commercial Park on January 30, 2020. The Division is hereby notifying you that
permit SW8 990462 has been renewed on March 9, 2020, and shall be effective until July 11, 2025. For your
records, please find enclosed a renewed, updated, and re -issued permit and a copy of the renewal application.
Please keep this permit on file at all times. Please note that the renewed, updated, and re -issued permit does
not impose new or different terms; it merely restates some of the previous terms to provide you with a better
understanding of your obligations under the permit. The -renewal and reissuance of this stormwater permit
does not imply that the site is currently in compliance with the terms and conditions of this state stormwater
permit. The plans, last modified on December 2, 2005, shall remain in full force and effect in accordance with
the regulations set forth in Title 15A NCAC 2H.1000 effective September 1, 1995.
This permit is 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, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 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
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Steve Pusey
in the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
-�Q Brian Wrenn, c ing Director
Division of Energy, Mineral and Land Resources,
Enclosures: Renewal Application Documents
DES/sgp: \\\Stormwater\Permits & Projects\ 1 999\990462 HD\2020 03 permit 990462
cc: Jim Honeycutt, PE, Honeycutt Engineering
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Ouality I Division of Energy. Mineral and Land Resources
WUrnington. Regional Office 1 127 Cardinal Drive Extension I Wilmington North Carolina 29405
n�nm.ratena�r 910.7%.7215

State Stormwater Management Systems
Permit No. SW8 990462 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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:
Eagle Investments of Pender, Inc.
Rocky Point Commercial Park
Hwy. 117, Rocky Point, Pender County
FOR THE
construction, operation and maintenance of five (5) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 effective September 1, 1995 (hereafter
referred to as the "stormwater rules) and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and
considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until July 11, 2025 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 1.5 of this permit. The subdivision is permitted for
18 lots, each allowed a maximum amount of built -upon area, more particularly
described in Section 11.13 of this permit. Lots 1, 2, 3, 4, 5, 6, 7, A, B, C, J, K, and
L must direct their runoff into Pond #'i; Lots H & I must direct their runoff into
Pond #2; Lot G must direct its runoff into Pond #3; Lots E & F must direct their
runoff into Pond #4; and Lot D must direct its runoff into Pond #5.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 990462 Mod.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The following design criteria have been provided in the wet detention ponds and
must be maintained at design condition:
Pond Number: 1 2 3 4 5
a. Drainage Area, acres: 28.76 3.88 3.79 3.81 1.59
Onsite: 26.87 3.88 3.79 3.81 1.59
Offsite: 1.89 0 0 0 0
b.
Total Built -upon Area, ft2:
947,274
152,091
148,735
115,145
62,289
OLots, ft :
821,339
152,091
148,735
115,145
62,289
Roads/Parking, ft2.
51,989
0
0
0
0
Offsite, ft2:
73,946
0
0
0
0
c.
Pond Depth, feet:
7.5
6.5
7.0
6.0
5.0
d.
Design Storm:
1"
1"
1"
1"
1"
e.
TSS removal efficiency:
90%
90%
90%
90%
90%
f.
Permanent Pool Elev., FMSL:
27.00
28.20
26.50
30.00
28.50
g.
Provided Surface Area, ft2:
32,702
7,802
7,203
6,468
4,680
h.
Provided Storage Volume, ft3:
124,278
18,259
16,857
10,636
11,412
i.
Temporary Pool Elev., FMSL:
30.3
30.2
28.5
31.45
30.5
j.
Controlling Orifice:
3.0" cp1.511cp
1.5" cp
1.5" cp
1.0" 9
k.
Forebay Volume, ft3:
29,826
3,750
3,644
2,788
1,609
I.
Max. Fountain Horsepower:
1/2
1/8
1/8
1/8
1/8
m.
Receiving Stream / River Basin:
Pike Creek / Cape Fear
n.
Stream Index Number:
18-74-46
o. Classification of Water Body: "C Sw"
Lots 1, 2, 3, 4, 5, 6, 7, A, B, C, J, K, and L must direct their runoff into Pond #1; Lots
H & I must direct their runoff into Pond #2, Lot G must direct its runoff into Pond #3; Lots
E & F must direct their runoff into Pond #4; Lot D must direct its runoff into Pond #5.
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 990462 Mod.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Energy, Mineral and Land
Resources, and responsibility for meeting the built -upon area limit is transferred
to the individual property owner.
3. If an Architectural Review Committee (ARC) is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the ARC do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. No person or entity, including the permittee, shall alter any component shown in
the approved plans and specifications. Prior to the construction of any
modification to the approved plans, the permittee shall submit to the Director, and
shall have received approval for modified plans, specifications, and calculations
including, but not limited to, those listed below. For changes to the project or
SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ
regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part
of the project and/or property area as reported in the approved plans and
specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of
any component of the approved SCM(s), the stormwater collection system
and/or vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not
included in the approved plans and specifications.
g. Other modifications as determined by the Director.
6. 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.
7. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. 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. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 990462 Mod.
11 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
12. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw, its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in -the deepest part of
the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for a fountain in each of these permitted ponds is
found in Section 1.5 (1) of this permit.
13. The following deed restrictions and protective covenants related to stormwater
management have been recorded with the Pender County Register of Deeds, are
incorporated by reference, and must be maintained in perpetuity:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 990462, 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 State of North Carolina, Division
of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources.
f. The maximum built -upon area per lot, in square feet, is as follows:
Lot 1 75,907 Lot A 77,551 Lot G 148,735
Lot 2 77,899 Lot B 52,867 Lot H 78,350
Lot 3 89,299 Lot C 59,436 Lot 1 73,741
Lot 4 77,899 Lot D 62,289 Lot J 64,295
Lot 5 77,899 Lot E 57,572 Lot K 63,418
Lot 6 59,849 Lot F 57,573 Lot L 35,020
Lot 7 10,000
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 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 naturally drain
into the system are not required to provide these measures.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 990462 Mod.
h. Each lot whose ownership is not retained by the permittee shall submit a
separate stormwater application to the Division of Energy, Mineral and
Land Resources and receive a permit prior to construction.
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 bear the signature of the Permittee, the deed book number and page,
and stamp/signature of the Register of Deeds.
15. Prior to transfer of the permit, the stormwater facilities must be inspected by
DEMLR personnel, and determined to 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. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at the design condition. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
18. The facilities shall be constructed, operated and maintained in accordance with
the provisions of this permit, the approved plans and specifications, and the
supporting documents attached to this permit and on file with the Division.
19. 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.
III. GENERAL CONDITIONS
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.
2. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
3. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 990462 Mod.
4. Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update Application Form" (available on the
Division website) to the Division within 30 days to making any one or more of the
following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee;
5. Permit Transfer: 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 "Permit Transfer Application Form" (available on the
Division website) accompanied by the required fee and supporting
documentation as listed on the form, to the Division at least 60 days prior to any
one or more of the following events:
a. 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 and protective covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS
55-14-05 or NCGS 57D-6-07 and 08;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction nf
additional or replacement stormwater management systems.
7. The permit issued shall continue in force and effect until the permittee files a
request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any permit conditions.
8. Permittee grants permission to staff of the DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
11. A permit renewal request must be submitted 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 as outlined in Title 15A NCAC
02H.1045(3).
Permit updated, renewed, and reissued this the 9th day of March 2020.
NORTH C:AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i--,\ -, 'n .,'
7 Brian Wrenn, -Acting Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

P-Li'Yi -H U--ItLMT
Date JReceiyed
Fee Paid
Permit Number
30 ao
aoo-1 545 :qyoflaa
NC DEQ Division of Energy, Mineral and Land Resources
STATE STOR-MWATER:
PERMIT RENEWAL APPLICATiCN FORM,
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORt NINON
1. State Stormwater Permit Number: SW8 990462
2. Project name: Rocky Point Commercial Park
3. Project street address: -0- Commerce Drive
City: Rocky Point County: Pender ZIP : 28457
4. What, if any, changes have been made to the project as permitted? None
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at. hops://decl.nc.gov/about/divisions/energy_
mineral-land-resources/energy-mineral-land-rules/stormwater-grog ram/post-construction.
B. PERMITTEE INFORNHATIOM
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
(* 1. Current Permit Holder's Company Name/Organization: Eagle Investments (Partnership)
2. Signing Official's Name: _Charles E. Wells
3. Signing Official's Title: President
4. Mailing Address: 1 640 NC Hwy. 53 West
City: Burgaw State: NC ZIP: 28425
5. Street Address: 1640 NC Hwy. 53 West
City: Burgaw State: NC ZIP : 28425
6. Phone-.( 910) 259-4070 Email: [e-mail]
Eagle Investments (Partnership) was changed to Eagle Investments
of Pender, Inc. on August 2, 2019. The individuals who formed Eagle
Investments of Pender, Inc. are the same owners who made up the
original Eage Investments (Partnership).
Em
JAN'
lAr,
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQ W/ORK9. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
X 1. A permit application processing fee of $505.00 payable to NCDEQ.
X 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
X a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
X 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
X 4. O&M Agreements, Please select one:
1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
X 5. Designer Certifications, Please select one:
® A copy of the certifications) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
rn A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
X 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
X 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
hfps://www.sosnc.gov/online services/searciUby title/ Business Registration
JAN 3 0 2020
BY:
Stormwater Permit Renewal AppVcation Form rage 2 of 3 May 11, 2018

C. PERMITTEE'S CERT€FICAT20M
Charles E . Wells (President), the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the perform c,e f the maintenance procedures, and the site has been and will be maintained
according to the O&M ee ' nt and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area a to s mit the proper forms to odi or transfer the permit prior to any changes to the
project, SCMs, or ner ip:' All nforma ' n rovi �,/ rmit renewal application is, to the best of my
knowledge, corr ct le /
Signature:
NOTARIZATION:
Date: January 30, 2020
y , a Notary Public for the State of
County of (\Q-W �A� , do hereby certify
that Charles E. Wells personally appeared before me
this the day of January 120 20 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature: Q �L&otv
My commission expires 0"1 2i `2. U
�\\`� Notary Public /��
New "OnoVef County
My Com Issi Expires_
Sic-rr:.:;ater Permit Renewal Application Form Page 3 cf 3 May 11, 2018

Permit No.s'/, ��, 2O ,416Z
00 ba provide y D�WQj
State of North Carolina
Department of Environment amid Naturan Resources
Division of Water Quality
STORMWATER MANAGEYffiNT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This fora» MaY be Pholocopied for use as can original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PRO.l1ECT INFORMATION (please complete the following information):
Project Name : ROCKY POWT Comm E2ciAL PARK
Contact Person: -flM H b�l Elf GV T T Phone Number: 10 350 --Q(p 3 I
Number of Lots: Square Feet Per Lot*- T1_
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot.
II. (BUILT UPON AREA
See the Stormwater Management Permit Application Attachment A for specific language that must be recorded
in the deed restrictions for all low density projects.
For uniform lot sizes, complete the following calculation in the space provided below where:
SA Site Area - the total project area above Mean high Water. Wetlands may be excluded when the
development results in high density pockets.
DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious st face occupied by roadways.
o OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots is the total number of lots in the subdivision.
o BUAILot is the computed allowable built upon area for each lot including driveways and 'impervious
surfaces located between the front lot line and the edge of pavement.
SA x DU - RA - OA = BIJA,
o. Lots Lot
Calculation: Pa40 oNLY
C5 Dr) - O 2 LOT _ u SA= 1-2.37 avo-
s= L 4 0T =
12A- .Z(v$
Obi 0
(I .37X. -.2-69 0- SS) - 31 t✓ $
ALLOWAQL-E 13uil,T 00►� Al2L--A
form S WU-! 04 Rev I/August 1998 Page 1 of 2 F-% P- L-o i 1. -7 9 g A►C -P-

III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been greet and supporting
documentation is provided as necessary. If the applicant has designated an agent in the Stormwater
Management Permit Application Form, the agent may initial below -
Applicants Initials
►Ji aa.
A 30 foot vegetative buffer is provided adjawat to surface wasters. projects in the Neuse
River basin may require additional buffers.
Deed restriction language shall be recorded as a restrictive covenant. A copy of the recorded
document shall be provided to DWQ within 30 days of platting and prior to sale of any lots.
Builg upon area calculations are provided for the overall project and all Iots.
Project conforms to low density requirements within the ORW AEC (if applicable). [15A
NCAC 2H .1007(2)(b)j
Form SWYJ-104 Rev IJAugust 1998 Page 2 of 2

r_.
Permit No. Su? 9 9 0 ko 2
(ta be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
ST0RMWATF.R.1b1 ANA-0EMENT PERMIT APPLICATIO-rI PORM
WET DETENTION BASIN SUPPLEMENT
This form maybe photocopied for use as an original
DM Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: A OCK-1 P010'r Cam m E9C-1A-L AqP K
Contact Person: C A P-t-5 -S UJ ELLS Phone Number: ( `i 1 a )7(p 3 —500 p
For projects with multiple basins, specify which basin this worksheet applies to: 6 Pr51n1 0l4 E
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
19 , 5o ft.
6m. 00 ft.
ft.
wi
COA
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
Permanent Pool Surface Area 3 21rT 0 Sq. ft. (water surface area at the orifice elevation)
�
Drainage Area 2 -1ac. (on -site and off -site drainage to the basin)
Impervious Area of 1► -7 4- ..P ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SADDAI
Diameter of Orifice
Design Rainfall
Design, TSS Removal 2
1431 19 cu. ft. (combined volume of main basin and forebay)
— cu. ft. (volume detained above the permanent pool)
a 91 9 a (V cu. ft. (approximately 20% of total volume)
0, o a 5 % I z (surface area to drainage area ratio from DWQ table)
in. (2 to 5 day temporary pool draw -down required)
in.
CIO % (minimum 85% required)
Form SWU-1o2 Rev 3.99
Page 1 of 4

I
l~oatr°vtes:
l When using, the .Division SA/DA tables, the correct SA/DA ratic, for
actual impervious % and permanent Permanent pool sizing should be computed based upon the
standard table entries. PO°i Linear interpolation. should be employed to determine the correct value for non-
2 In the 20 coastaI counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR glop manual provides desig., tables for both 85% TSS removal and 90% TSS removal.
B[. REQuIiFEI? ITEM CIIECRI.IST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C.Departgnent of Environment, Health and Natural Resources, Febnrary 1999) and Administrative Code
Section: 15 A NCAC 2H.1 008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has desi ated an g
Application Form, the a � agent in the Siormwater Management Permit
gent may initial below. If a requirement has not been met, attach justification,
r. it ,:4-
�. The permanent pool depth is between 3 and A� feet
(required minimum of 3 feet).
�. The forebay volume is approximately equal to 2o% of the basin volume.
:. The temporary pool controls runof :from the design storm event.
1. The temporary pool draws down in 2 to 5 days.
.. If required, a 30-foot vegetative finer is provided at the Outlet (include non -erosive flow
calculations)
f: The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j- A trash rack or similar device is provided for both the overflow and orifice.
I A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I_ If the basin is used far sediment and erosion control during construction, clean out of the
basin is specified prior to use as a :vet detention basin.
rn. A mechanism is specified which will drain the basin for maintenance or an emergency.
PD9-ra81.E Pume
III, W67 IIETENT10N BAST CI'EBATEON AMID MA MNANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This
system (check one)
€l does
0 does not
incorporate a vegetated Mter at the outlet.
This
system (deck one)
4 does
€I does not
Inc"WMte pretreatment other than a forebay.
FOM S' „1-1Q2 Rev 3.90 Pop 2 of

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
mai ntam proper functioning.
4. Reriove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of i i an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
Wh ,n the permanent pool depth reads 5 feet in the main pond, the sediment shall be removed.
Wh-,n the permanent pool depth reads 5 . U 25 feet in the forebay, the sediment shall be removed.
Sedimet _t
Botom
E1..11. 3-75
on f Q. S"D
FOREBAY
BASIN DIAGRAM
{fill in the blanks)
Permanent Pool Elevation a T © O
Sediment Removal Elevation A i, 3-7S
Bottom Elevation 19-5-0
MAIN POND
75%
25%
5. Rerr ove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plans shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the, basin roust be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. Ali components of the wet detention basin system s ialI be maintained in good working order.
I acknowledge and agree by my signature below that I a-n responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to an
changes to the system or responsible party. y
Print
E
1640 N. C.
--- rsay U. 6UU6
. 53 West, Burgaw, N. C. 28425
Note: The legally responsible party should not be a homeowners a_,sociation unless mm than 50% of the lots bave been sold
a resident Of the subdivision has been named the president and
I, Leola Loyd a i�Iota x' Public for the State of
North Carolina
County of Pender 3 do Eby certify that Charles E. Wells
Per°ilally append before me this 6th y of day May 2002 T and acknowledge the due
execution of the forgoing wet detention basin maintenartcr: requirements. Witness my hand and official seal,
a LEOLA LOYD
NOTARY PUBLIC
PENDER COUNTY, NC
SEA.
My commission expires January 11, 2006
No%ary Public
= SW3 i026 R03199 Pap 4 of 4

Permit No. -Slei 9 9 q 0 +& :Z..
(to be provider by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form nmy be pWowpied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal
supplement for each basin, design calculations, and
structure details.
I. PROJECT INFORMATION
includes an application form, a wet detemion basin
plans and specifications showing all basin and outlet
Project Name: i 0CX Y p0 i N T co (nih er c i A L- PA ar, _
Contact Person: CIS A L-ES W OU -5 Phone Number: (ft) TP 3 - J 000
For projects with multiple basins, specify which basin this worksheet applies to: B A S I Al TwG
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Q 1.-70 ft.
a1g• oao ft.
30 , a ft.
areas
Permanent Pool Surface Area S 0 2 sq. ft.
Drainage Area 3 3 S ac.
Impervious Area 3. LH ac.
volumes
Permanent Pool Volume >J g 0 + cu. ft.
Temporary tool Volumr� cu. ft.
Forebay Volume '1 So cu. ft.
Other parameters
SAlDA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow;
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off --site drainage to the basin)
(combined volume of main basin and forebay;)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from DIIQ table)
(2 to 5 day temporary pool draw -down rega-ired)
(minimum 85°% required)
Form SWU-lot Rev 3.99 Page 1 of 4

s
Footr:otes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based uponthe
actual. impervious % and permanent pool depth. Linea interpolation should be employed to determine the correctvaluefor non-
standard -table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the..wet detention basin- is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both.85% TSS removal and 90% TSS removal.
H. _11V—QI>MD ITEMS CHE02CWT
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Naturaa Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H_.1OO8..
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is. attached_ If the applicant has designated an agent in the Stormwater Management Permit
Application Form; the agent may initial below. If a requirement -has not been met, attach justification.
Initials.
a. The permanent pool depth is between 3 and.6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event
& The temporary pool draws down ir:. 2 to 5 .days.
e. If required, a 30-foot vegetative fiber is providedat the outlet (include non -erosive flow
calculations)
f. The basin length to width ratiois greater than 3:1.
g The basin side slopes above the permanent pool are no super than 3:1.
h. A submerged and vegetated perinw ter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permar_ent-pooi elevation is specified.
j- A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is pi ovided for each basin including access to nearest right
of -way.
1. If the basin is used for sediment and erosion- control during construction, clean out of the
basin is specified prior to use as a -wet detention basin.
m.. A mechanism is specified which w.jll drain the basin for maintenance or an -emergency.
POVrA BUF Pu mP
. WET DETENTION BASIN OPERATION ANg? I IAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detantiort basin,_ pretreatment including forebays- and the
vegetated filter if one is provided_.
This. system (check one) 0 does fi does not incorporate a vegetated filter at the outlet.
This system (check one) €} does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Roy 3.99 Page 2 of 4

Z
Maintenance activities shall be performed as follows;
1. After every significant runoff producing rainfall event and at least monthly:
a. inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days- as designed.
2. Repair eroded areas -immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, ripmp, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see d=agram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
{Le. swckpiling near a wet detention basin or stream, etc.).
The measuring device used to determin the .sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth = ds +'0is _feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads �'� S feet in the forebay, the sediment shall be removed.
BASIN DIAGP
(ill iA the blanks)
Per�ent Pool Elevation a?' ao
Sediment R val El. 4, 75
Sediment Removal Elevation, 31Q 75%
Bottom Eie anon1.-1 U--------------------------------------------- _.----
Buttom Elevation � U 25%
FOREBAY b4AIN-POND
5. Remove cattails and other indigenous wetland plants when they -cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6- If the basin must be drained for an emergency or to -perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the extent practical.
Form SWU-102 Rev 399 Page 3 o.-.. 4

'. All components of the wet detention basin system s Tall be maintained in good working order.
10
I acl Owledge and agree by my signature below that I a-n responsible for theperf
maintenance procedures listed above, I agree to notify DWQ of an ormance of the seven
changes to the system or responsible party. y problems with the system or prior to any
Ynnt name: Charles E. Wells
Co-owner
1640 N. C. Hwy. 53 West, Burgaw, N. C. 28425
Date: May 6, 2002
Note: The legally responsible party should not be a home;owneas :so i$tion tmless more 50 of the lots have been sold and
a resident of the sandivision has been named the president.
j, Leola Loyd
a Notar, , Public for the State of North Carolina
Colony of Pender }
do hereby certify tha. Charles E. Wells
Personally appeared before me this 6th
day of May . 2002�, and acknowledge the due
execution of the forgoing wet detention basin Maintenance requirements. Witness my hared and official seal,
a t LEOLA LOYD
+ NOTARY PUBLIC
PENDER COUNTY, NC
SEAL
MY commission expires January 11, 2006
WRIMM-A-0
ll r WIV
Not4 ,Ic
I
Puma SWU=102 R#v 3,99 p49e 4 of4

Permit No. S uU S 990 (PP,
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
,TORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
T7tis form may be phntocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet deterrion basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMA1710N
Project Name: R 0 C K-Y 0 01 bJT CO M m E. e C1 A L- PA aK
Contact Person: C H A P L ES W E: (_LS Phone Number: (T0) _7Cp 3 - 5000_
For projects with multiple basins, specify which basin this worksheet applies to: &f }S 1 hl 7)4 P_ E
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
19 - J ft.
A(P"s ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow;:
areas
permanent Pool Surface Area 7 .10 3 sq. ft. (water surface area at the orifice elevation)
Drainage Area 3, B ac. (on -site and off -site drainage to the basin)
Impervious Area 3.4 1 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume ,,�19 3 � 2 cu. ft.
Temporary Pool Volume #1 cu. ft.
Forebay Volume GAfi 3 CP cu. ft.
Other parameters
SAiDA;
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Farm SVi1U4022 Rev 3.99
(combined volume of main basin and forebar
(volume detained above the permanent pool)
(approximately 20% of total volume)
0. 039 (surface area to drainage area ratio from D`'Q table)
1.5 in. (2 to 5 day iemporary pool draw -down required)
in.
90 % (minimum 85% required)
Pap 1 of 4

3
R Footnotes:
l when using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth.. Linear interpc.lation should be employed- to .determine the correct value for non-
standard -table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waivedif the wet detention basin is -designed to provide
90% TSS removal. The NCDENR BW manual provides design tables for. both 85%- TSS removal and 90% TSS removal.
H. REQUIRM ITEMS CHEC-.LS ►'
The following checklist outlines design requirements Pr the Stormwater Best. Management. Practices. Manual
(N.C. Department of Environment, Health and Natura. Resources., February 1999) and. Administrative Code
Section; 15 A NCAC. 211.1008.
Initial in the space provided to indicate the following designrequirements have been met and supporting
documentation is attached- If theapplicant has designated an agent in the Storrnwater Management -Permit-
Application Form, the agent may initial below. If a.requirement has not been net, attach justification.
IV
Initials
. a. The permanent pool depth is between 3 and) feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoU from the design storm event
d. The temporary pool draws down ir. 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the. outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes. above the permanent pool are no steeper than 3:1.
h. A submerged and- vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as. a. wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
POP -TABLE Pump
W. WET DETENnI ON BASIN OPERATION AND MAINTENAN, CE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forehays and the
vegetated filter if one is provided...
This system (check one). 0 does 0 does not incorporate a vegetated rdter at the ontlet.
This system (check dare} ll does 0 does not incorporate pretreatment other than a for-ebay.
Fom SWU-102 Rev 3.99 Page 2 of 4

3
Maintenance activities shall be performed as follows:
1. After every significant runoff producing -rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet deten ion basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in. an appropriate manner and -shall be dandled in a manner that will not .adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring .device used to determine the sediment elevation .shall be such that it will give an accurate
depth reading mW not readily penetrate into acmir ulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads S' 2 5 fe,.t in the forebay, the sediment shallbe removed.
Sediment
Bottom
ELaI.2s
FOREEAY
BASS DIAGRAM
(fill in the blanks)
i'ennanent Fool Elevation �J
Sedimi snt Removal Elevation '� 1. -is-
Bottom Elevation 1 I
urc Pow
75%
25%
_ Remove cattails and other indigenous wettand plaits when they cover 50% of the basin surface. These
plants shall be encouraged to grow along -thee vegetated shelf and forebay berm.
6_ If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain -shall be minimized to the maximum extent practical.
Form SWU-1Q2 .Rev 3.99 Page 3 o,; 4

"All ornPonents of the vet detention basin system stall be maintained in goad working order.
I acknowledge and agree by my signature below that i a.;n responsible for the Performance of the seven
maintenance procedures listed above, I agree to notify DW( of any problems with the system or changes to the system or responsible party. Y prior to any
Print
E. Wells
Address: 1640 N. C. Hwy. 553I West, Burgaw, N. C. 28425
Phone: [phone]
Date: May 6, 2002
Note: The legally responsible party should not be a a resident of the subdivision has been named homeowners association unless more than 50% of the lots have best said and
the president.
I, Leola Lod , a Notary Public for the State of
North Carolina
County of Fender , do hereby certify &a Charles E. Wells
Personally apPeaMd before one this 6th day of �Y 2002
and execution of the forgoing wet detention basin maintenance requirements. Witness handknowledge the due
Yd official seal,
Notary Public
a LEOLA LOYD
NOTARY PUBLIC
PENDER COUNTY, NC
SEAL.
ivly cOrUnlission expires January 11, 2006
Fam mu-10; RSV 3,9.P44 4 Of 4

Permit No. 5 W S 9 q D J{ e2- mot
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
PHD Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
L PROJECT INFORMATION
Project Name: A b CKY P O) N T Ciot b nne-P-cl AL PAS
Contact Person: CN PrR-LF-s E- lW EuS Phone Number: ( 910) a-Sq - 40'7 0
For projects with multiple basins, specify which basin this worksheet applies to: B A 51N E00a
elevations
Basin Bottom Elevation ft_
Permanent Pool Elevation 30, 00 ft.
Temporary Pool Elevation 3I , L '5 ft.
areas
Permanent Pool Surface Area G$ sq. ft.
Drainage Area 3.91 ac.
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
1P,.- ewr r-i n,) v—, z oo
a - CP + ac.
13 4 S cu. ft.
1 O (D 3 CO cu. ft.
a 1 $ g cu. ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
0. 0 3`d (o-I S (surface area to drainage area ratio from DWQ table)
S in. (2 to S day temporary pool draw -down required)
in.
qO % (minimum 85% required)
pane 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
R. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Is
a. The permanent pool depth is between 3 and,6' feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
axwer ?V'O9roo
III. WET DETENTION BASIN OPERATION AND MAIbTMNANCE AGREEMENT
The wet detention basin system is defined a, the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-IO2 Rev 3.99 Page 2 of 4

. Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads
When the permanent pool depth reads
Sediment
Bottom
El. 25-5D
------------
on 94
FOREBAY
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
{fill in the blanks)
Permanent Pool Elevation So. 00
Sediment Removal Elevation 2- 0 75%
------------------------- - ----- ----
Bottom Elevation �, O® " ZS%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

V. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. i agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party,
Print name: 1,U F4 S
Title: — -r ,5&
4
Date: 1W K 2 n
C-s
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president
I, z eo Z 4 �� Y , a Notary Public for the State of 41o,e7?11 �iFrPo .�i,Y,4,
County of _ c1ynFe , do hereby certify that, L . Ze�_
Personally appeared before me this day of Ate%¢ Y 2cos ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
K
EOLA LOYDI ARY PUBLICER COUNTY, NC
SEAL
My commission expires Uhley /A 2004,11,
Form SWU-102 Rev 3.09 Page 4 of 4

Permit No. SUA 9 9 0 4(a 2
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT ]PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet deten ion basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: ROCKY PO WT CO m M EP_C iA L- PAR-J'—' _
Contact Person: CHAP—LES WELLS Phone Number. (q)O) 7 (o 3-5000
For projects with multiple basins, specify which basin this worksheet applies to: P A-S 1 1'J Fl V E
elevations
Basin Bottom Elevation a3. Sc ft.
Permanent Pool Elevation 0 ft.
Temporary Pool Elevation .q a S ft.
areas
Permanent Pool Surface Area q W3 0 sq. ft.
Drainage Area ac.
Impervious Area ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
cu. &
9 cu. ft.
I CD 09 cu. ft.
63(1)4
Other parameters 10
SA/DA1 0. 0 (fl S
Diameter of Orifice 'o 0 -�-�' in.
Design Rainfall in -
Design TSS Removal 2 90 %
(door of the basin)
(elevation of the orifice)
(elevation of the discharge structure ovedlow;
(water surface area at the ori, fice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and foreba);
(volume detained above the permanent pool)
(approximately 20% of total volume)
" R.Eau 19. 7D 5-MPA G E
(surface area to drainage area ratio from DMfQ table)
(2 to 3 day temporary pool draw -down required)
(minimum SS% required)
Form SWU 102 Rev 3.99 Page 1 of 4

P�
�~. l~oatrcrtes:
5
When using the Division SAIDA tables, the corlect SA/DA ratio: for permanent pool sizing should be computed based upon the
actual imPervious % and Permanent pool depth. Linear interpoi -ition should be TSS removal_ The NCDENemployed standard table entries_ to determine the correct valve for non-
9 the 2() coastal counties, the requirement for a veg
9i19� etative filter may be waived if the wet detention basin is designed to provide
It BW manual provides desks tables for both 85% TSS removal anti TSS removal.
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 19 )and Administrative Code
Section: 15 A NCAC 2H ,1008.
Initial in the space provided to indicate the followin desk
documentation is attached. If the apP licant has desk aced n gurequirements have been met and supporting
agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and. 'feet (required minimum of 3 feet).
b. The forebay volume's apProximatcly equal to 20% of the basin volume.
c. The temporary pool contnals runoff "rom the design storm event
YV— d- The temporary pool draws down in 2 to 5 days.
----�✓�_ e. if required, a 30-foot vegetative filtex is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimetr:r shelf with a slope of 5: l or less (show detail).
i. Vegetative cover above the permarmat pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is pro-vided for each basin including access to nearest right -
of -Way -
I. If the basin is used for sediment and erasion control during construction, clean out of the
basin is specified prior to use as a vet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
Gtt� :?
l]L WET DE'IEM€ N BAS'N OP-AItAATIQN AND K-UNTENANCE AGREEMENT
The wet detention basin system is deed as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (cheer one)
0 does
0 does not
incorparate a vegetated .filter rA the outlet.
Ibis system (check one)
0 does
0 does not
incorporate pretreatment other than a forebay.
Form SWU.102 lW 3.90 Page 2 of 4

Maintenance activities shall be performed as follows:
i • After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation
vegetated cover, and general condition.
_
b. Check and clear the orifice of any obstructions such ch that drawdown of the tempo Poo
within 2 to.-) days as designed. p occurs
2. Repair eroded areas immediately're-seed as necessi
cover to maintain a maximum het ry to maintain good vegetative covert mow vegetative
ght of six inches, and remove trash as needed.
3. Impect and repair the collections stem i.e. catch basins
maintain proper functioning. y = Piping, swales, riprag, etc.) quarterly to
4. Remove accumulated sediment from the wet detention' basin system semi-annuly or when depth '
reduced to 75°10 of the original design depth (see diagram below). Removed sediment shall be dis used
of in an appropriate manner and shall be handled in a manner that will not adversely impact water
(i.e. stockpiling near a wet detention basin or stream, plc.). 9 tY
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the Permanent pool depth reads 3%S
_T feet ir_ the main pond, the sediment shall be removed -
When the permanent pool depth reads 3 . "l 5 �
p P feet in the forebay, the sediment shall be removed.
BASIN IDIAGRAM
({all in the blanks)
Permanent Pool Elevation 2 B• So
Sediment ReAoval Ei.24.1
Bottom Ele �On5b _�Sedimen[ Retrtovai Elevation 2 _�S_+__ ?.
30ttom Elevation ? 3. So 25%
POREBAY MAIN FOND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. Ti hem
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
ti. If the basin must be drained for an emergency or to perform maimenance, the firming of sediment
dough the emergency drain shall be minimized to the maximum extent practical.
F Mi-ll2 RCY3,99 PAP
3of4

A." components of the wet detention basin system s lall be maintained in good working
g order.
I IbOwledge and agree by my signature below that I a -n responsible for the perform an.Ce of the seven
maintenance procedures listed above, I agree to notify L��htQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Charles E. Wells
Fide: Co-owner
1640 N. C. Hwy..53 West_ Fhirrr--aw TT t- 7nA
b ZU02
Note. The resident
o the subdivision
parry should not be a #homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has treen nartred the pn~sident.
I, Leola Lo d
a Notan Public for the State of North Carolina
County of Pender , do herebycerti fy than Charles E. Wells
wally appeared before me this 6th day of May 2002 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
FAA -------a LEOLA LOYD
NOTARY PUBLIC
PENDER COUNTY, NC
SEAL
MY commission expiresJanuary ii 2006
Notary Pub is
Form m4 gal RVY 3, 9 hPW4

State Stormwater Management Systems
Permit No. SW8 990M Modification
Rocky Point Commercial Park -
Stormwater Permit No. SW8 990462
Pender County
Desigrtees Certification
Page 9 of 2
F-(L(5-
1, , as a duly registered EN6,nf EEl2
in the ate of North Carolina, having been auth x!wd to observe (periodically! weeldy/
full time) the construction of the project,
ROCKY -POINT GornMef-C 4L- PA-9 L
(project)
for eft LC 1^J VeSTMeWTS (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 fro be built within substantial
compliance and intent of the approved plans and specif'ic�iionS.
The c:hecfdist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specaf' cations;
Signature
Registration ._ oqjrz*
Date r
JAN 3 0 2020 l]
L
BY•
� 4
JAN 3 0
BY:
f9
,L
4 9524
,�f�� -� LIA•�A��fi
DEC 13 2006
oW@
-440J d! :; �L _ A7 !�iCd

State Stormwrater Management Systems
Permit No SW8 99O 2 Modification
Certification Requirements:
11.
12.
Page 2 of 2
The drainage area to the system contains approximately the permitted
wage.
The drainage area to the system contains no more tharl the permitted
amount of built -upon area.
AN the built -upon area associated with the project is graded such that the
runoff drains to the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet strucium is located per the approved plans.
Trash rack is provided on the outlefilbypass structure -
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short
clrcu tlrtg of the system.
The
peramounts of surface area andfo` volume have been
provided.
Required dmwdown devices are correctly sized per the approved plans.
All required design depths are provided.
forebay, and the vegetated filter.
t, r
14. The dimensions ii�i0lvI io of ci iRs system, as
shown on the �}rpTv1i2u
e: nder U. i ' E!11iW_ g 'I ispJCor,s
i
JAN 3 0 2020

STATE OF NORTH CAROLINA
COUNTY OF PENDER
Pro Sej
7OC
NCEEDT 16 2003
BY: -
RESTRICTIONS
The undersigned being the owners of the lands in Pender County, North
Carolina, which comprises all the tracts, lots and parcels of land at ROCKY POINT
COM IERCIAL PARK, as the same is shown on that certain map recorded in Map Boob.
TRACZ 1 -through 7 TRACT "All
32 , at Page 62 and in Deed Book 1596
at Page
TRACT "B"
67 and in Deed Book 2163 , at Page 195 and in
TRACT "C"
_TRACT "D"
Deed Boob 2163 , at Page 195 and in Deed Book 2131
,
TRACT "E"
at Page _ 054 and in Deed Book - 2061 at Page 126 and in
TRACT "F"
TRACT "G"
Deed Book 2061 , at Page 126 and in Deed Book 1708 at Page
rMArm "N"
331 _ and in Deed Book 2061 , at Page 126 and in Deed Book
TRACT "I" TRACT "J"_
2061 , at Page 126 and in Deed Book 2061 , at Page
TRACT "K"
126 and in Deed Book 2061 , at Page 126 _ and in Deed
TRACT Mr. TRACT "M"
Book 2061 , at Page 126 and in Deed Book 2061 at Page
126
of the Pender County Registry, do hereby covenant and agree to and with
all other persons, firms and corporations, acquiring any part or parcel of this land, that all
said lands are hereby made subject to the following restrictions, as to the use thereof,
running with the land, by whomsoever owned, and said restrictions are hereby imposed
upon said lands and all parts of said lands and all parts of said lands shall be sold and
owned subject thereto, to wit:
l . All owners of lots, parcels or tracts in Rocky Point commercial Park must
use their land for commercial and/or industrial purposes. Professional
offices will be allowed as a permitted use, subject to zoning ordinances.
2. All land owners must comply with Pender County Zoning Ordinances,
which strictly describes and governs the types of business and activities
that may be allowed on any lot, parcel or tract in Rocky Point Commercial

Park
3. No lot, parcel or tract in Rocky Point Commercial Park can ever be used
for residential purposes. This restriction will prohibit any party from havinE.
a business and a residence on the same parcel of land in this development.
4. All land owners that may have anything stored or parked outside a building
that could be considered unsightly and negatively effect the value of the
other real estate in Rocky Point Commercial Park, must conceal all such
unsightly items behind a fence or planted plant buffer that would
completely block the view of said items from view from any street or any
adjoining property.
5. When all the lots, parcels and tracts in Rocky Point Commercial Parkk are
completely sold out, the owners will have the responsibility of enforcing
these restrictions, as a group and not individually.
6. These restrictions may be amended at any time, as long as 75% of the
current, at the time of such amendment, are in favor of said amendment.
However, no owner of any lot, parcel or tract in Rocky Point Commercial
Park may ever change any restriction regarding the State of North Carolina.
"Storm Water Run Off Plan" imposed and adopted in this document
without the written consent of the Department of Water Quality of the
North Carolina Department of Environment and Natural Resources.
In accordance with Title 15 NCAH 2H.1000 of the STATE OF NORTH
CAROLP4A STORMWATER MANAGEMENT REGULATIONS all lands located in
ROCKY POINT COMMERCIAL PARK will be subject to the following restrictive
covenants.
A. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Plan Permit Number 5W8990462
as issued by the Division of Water Quality under NCAC2H.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 expressed written consent of the State of North Carolina,
Division of Water Quality.
E. Alteration of the drainage as shown on the approved plan may not take
place without the concurrence of the Division of Water Quality.
F. The maximum allowable built upon area per lot is as shown on Exhibit "A
entitled 'Built Upon Area Schedule" attached hereto and is duly made a
part hereof. This allotted amount includes any built upon area constructed
within the lot 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 permitter:
system. This may be accomplished through providing roof: drain gutters,
which drain into the street, grading the lot to drain toward the street, or
grading perimeter swales to collect lot runoff and directing them into the
stormwater system or into the street. Lots that will naturally drain into the
system are not required to provide these additional measures.
H. Each lot whose ownership is not retained by the permittee,. shall submit a
separate stormwater permit application to the division of Water Quality
and receive a permit prior to construction.
Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings,
is strictly prohibited by all persons.
I Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters.
K. All roof drains shall terminate at least 30' from the mean high water mark.

IN WITNESS WHEREOF the parties hereto set their hands and seals
this the 106 day of October, 2003.
(SEAL)
CHARLES E. WELLS
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I,
IMLA LOYD
A4,- (SEAL)
ETHEL JANE L. WELLS
(SEAL)
RONALD 1J.GRAVES
(SEAL)
ANGEEkb. GRAVES
a Notary Public for the State of
North Carolina, County of Pender do hereby certify that CHARLES E. WELLS and
wife, ETHEL JANE L. WELLS and RONALD D. GRAVES and wife, ANGIE O.
GRAVES and FREDDY L. BROWN personally appeared before me and signed and
executed this document.
This the 16t1l day of October, 2003
y.y
Notary Public s.
My Commission Expires: January 11, 2006
LEOLA LOY]NC
NOTARY PUBL
PENDER COUNTY

EXHIBIT `A'
"'BUILT UPON AREA SCHEDULE"
Rocky Point Commercial Park
Allowable Built Upon Area Calculations
LOT
TOTAL
USEABLE
PER CENT
IMPERVIOUS
NUMBER
LOT AREA
AREA
IMPERVIOUS
AREA ALLOWED
1
75907
75907
100
75907
2
77899
77899
100
77899
3
89299
89299
100
89299
4
77899
77899
100
77899
5
77899
77899
100
77899
6
77899
66499
90
59849
7
47321
47321
0
0
A
77551
77551
100
77551
B
64753
58741
90
52867
C
72038
66040
90
59436
D
106134
69210
90
62289
E
160774
92297
90
83067
F
167896
92926
90
83633
G
266952
165261
90
148735
H
286078
87056
90
78350
1
183758
81934
90
73741
1
68402
71439
90
64295
K
77666
70464
90
63418
L
49402
38911
90
35020
M
67660
59912
0
0
TOTAL.
2192976
1544465
1341154
NOTES: 1. ALL NUMBERS IN SQUARE FEET
2. USEABLE AREA DEFINED AS TOTAL LOT AREA MINUS AREA OF
WETLANDS AND EASEMENTS WHERE APPLICABLE

i.OF p� 96
22514
2251 n.r
41 4
Q 2 mW ••.
q BFP{I :'
4 5 c
105 14143
iw 4 2 8969� \\\
_f 187 7
4 96 8987
02
4144 w, 41446
:..x ��.�-•-
22513
22512 a� 253744899
21177
5
44900
5260 204
26 2505 11 37 Q ,� 44898
21229\ 44901 T 2 f
45710 r 37458 2D 11
3469 44902
2 37pp 1138 5 37457 Zo�r1i_ 42020
r 4 1 43 113 1 44903
268 6 37456 [ 44897
E Apws
,•r,�/ / 9
7724 � `'� P 39819 2DYr
1733 75 37455 j54�/G 44896
7 978 2873 t i% 439 2 t 30 44567
17851 ,L 37454 f0115
y` �i 43901
t , k1123P 37453 Z
9672 7445 4646
10Q 3 39
39 4
3978 9857
t ?00 0
t 3, 878i 7371
+ 4899 ! �! t 15756
i !i
15 1543
En. Pr
2 607 FM vFo 2 11 3327
'
4877 tzr.ar 275 5exFxP`
2 03 PxEr�'' =3tY736
� St
Pw r as
5r utF 9707
14587 l 40014
i 25 145 B �{r
203 711!s5a 217
1
Inch = 558.6021
Feet. Date: 10/16/2003
PENEDE4 COUNT' GIS
4puNTY
This map is prepared for the inventory of real property found
* *
within this jurisdiction, and is compiled from recorded deeds,
plats, and other public records and data. Users of this map
are hereby notified that the aforementioned public primary
information sources should be consulted for verification of
pFND�a
the information contained on this map. The County assumes no
legal responsibility for the information contained on this map.
3539
12365 1
5

Sw8 q TO ¢&2-
PENDER COUNTY REGISTER OF DEEDS
Joyce Swicegood
Burgaw, North Carolina 28425
Phone [phone]
RECEIPT NUMBER 261688 11/01/2005
FOR:
GRANTOR :WELLS CHARLES E
GRANTEE :TO WHOM IT MAY CONCERN
INSTRUMENT-TYPE:AMENDMEN TIME/TEMP-REF:3:21PM
SUMMARY OF FEES PAID:
23.00 - RECORDING- REAL
_-
$ 23.00 RECEIVED FROM:EAGLE INVESTMENT/CK
BOOK-AND-PAGE:RE2811 201
BY:HL ON: 11/01/2005
f

STATE OF NORTH CAROLINA
05POV-I Psi3:21
V v:J
J
REGISTER OF DEEDS
FE..N,, r ? C0JNTY, NC
2
I N©V 1 5
2005
.� ,�ed
JoYce hL swicegow
IteSIer ofDe.6
Fender SOY, NC
AMENDMENT TO RESTRICTIONS
OF
COUNTY OF PENDER ) ROCKY POINT COMMERCIAL PARK
THIS AMENDMENT is made this _ day of October, 2005, by CHARLES E. WELLS
and wife, ETHEL JANE L. WELLS, RONALD D. GRAVES and wife, ANGIE O. GRAVES,
and FREDDY L. BROWN, the original developers of Rocky Point Commercial Park; and
BROWN, GRAVES & WELLS, ENTERPRISES, INC., owners of Tract E and F, said property
being referenced in the original restrictions referenced below; and DOLLAR PROPERTIES
FOUR, LLC., a North Carolina limited liability company, owner of Lot 7, said property being
referenced in the original restrictions referenced below; being the original developers and owners
of said lots upon which the restrictive covenants are being modified.
WHEREAS, the Developers previously executed and recorded a document entitled,
"Restrictions", said document recorded January 20, 2004 at 10:30 a.m. in Book 2304, Page 187
of the Pender County Registry which apply to the above described lots and other properties; and
WHEREAS, the Developers and Owners desire to amend said restrictions as set forth
below as to Tract E and F and I.ot 7 which are more particularly described in the above
referenced restrictions; and
WHEREAS, the only modifications are to the allowable built upon areas of Lots 7, Tracts
E and F; and,
WHEREAS, the State of North Carolina Department of Environment and Natural
Resources has been consulted regarding the changes to permit #5W8990462 and has allowed for
said changes pursuant to said permit.
NOW THEREFORE, in consideration of the premises, the sufficiency of which is
acknowledged by all parties, the restrictive covenants recorded in Book 2304 at Page 187 of the
Pender County Registry are confirmed except as amended below relating to the maximum built
open area of Lots 7, E, and F:
In accordance with Title 15 NCAH 2H.1000 of the STATE OF NORTH CAROLINA
STORMWATER MANAGEMENT REGULATIONS all lands located in ROCKY POINT
COMMERCIAL PARK will be subject to the following restrictive covenants.
A. The following covenants are intended to ensure ongoing compliance with the State
Stormwater Management Plan Permit Number 5W8990462, as issued by the Division of Water
Quality under NCAC2H.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

expressed written consent of the State of North Carolina Division of Water Quality.
E. Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality.
F. The maximum allowable built upon area per lot is as shown on Exhibit "A" entitled
"Built Upon Area Schedule" attached hereto and is duly made a part hereof. This allotted
amount includes any built upon area constructed with the lot boundaries, and that portion of the
right-of-way between the front line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate conquina 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 into the street,
grading the lot to drain toward the street, or grading perimeter swales to collect lot runoff and
directing them into the stormwater system or into the street. Lots that will naturally drain into the
system are not required to proviid e these additional measures.
H. Each lot whose ownership is not retained by the permittee, shall submit a separate
stormwater application to the division of Water Quality and receive a permit prior to
construction.
IN WITNESS WHEREOF, the parties set their hands and seal this the day of
September,
(SEAL)
RL S E. WELLS ETHE JANE L. WELLS
L(SEAL) (SEAL)
O LD D. GRAVES AtPIE O. GRAVES
(SEAL) DOL AR P OPERTIES F UR, LLC
FR DDY L. BROWN a No Caro 'na Limited lability Company
BY:
er
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I L e q (G-� La ejd , a Notary Public for the State of North
Carolina, County of Pender do hereby certify that CHARLES E. WELLS and wife, ETHEL
JANE L.WELLS and RONALD D. GRAVES and wife, ANGIE O. GRAVES and FREDDY L.
BROWN personally appeared before me and signed and executed this document.
This the (q day of October, 2005.
NOTARY PUBLI
. L Y
My Commission Expires: / ( bb o 0.. O •©
-o-
+Q�j AClBL�G Gr''

A
PG9n
� � • � ��1 ilk ` �
I,
the undersigned, a Notary Public of the
County and State aforesaid, certify that UTob --T. NJ % tJCE3.J 1
Member/Manager of DOLLAR PROPERTIES FOUR, LLC a North Carolina limited liability
company, personally came before me this day and acknowledged the execution of the foregoing
instrument as Member/Manager on behalf of and as the act of the Company referred to in this
acknowledgment.
Witness my hand and official stamp or seal, this thMD day of October, 2005.
R�
"&OXRY PUBLIC
My Commission Expires:';�S!E t �

EXHIBIT "A"
Rocky Point Commercial Park - Modified Lots
Allowable Built Upon Area Calculation
LOT
TOTAL
USEABLE
PERCENT
IMPERVIOUS
NUMBER
LOT AREA
AREA
IMPERVIOUS
AREA ALLOWED
7
47321
47321
21.13
10000
E
160774
92297
62.40
57572
F
167696
92926
62
57573
TOTAL
375791
232544
125145
NOTES: 1. ALL NUMBERS IN SQUARE FEET
2. USEABLE AREA DEFINED AS TOTAL LOT AREA MINUS AREA OF
WETLANDS AND EASEMENTS WHERE APPLICABLE.

Jul 14 05 04: 27p CHARLES WELLS REALTY 8102587634
Bit234�PG 18�
c D
Ufa JAM AH I '10
JiiTCE l�.S'+�tCEGu00
p h REGISTER OF DEEDS
lJ PENDEF 311RTiiX
STATE OF NORTH CAROLINA
COUNTY OF PENDER
RESTRICTIONS
The undersigned being the owners of the lands in Pender County, North
Carolina, which cocipinises all the tracts, lots and parcels of land at ROCKS' POINT
COM2 NMRCML PARK, as the same is shown on that certain trap tworded in Map Book
3'P..,LTS 1 t1L-mrgh 7 "A"
32 , at Page 62 and in Deed Book 1596 at Page
TRACT` "B'r
67 and in Deed Book 2163 , at Page 195 and in
TAACT "C" TRACT 'rD"
Deed Book _. 2163 at Page 195 and in Deed Book 2131
TRACT ..Err
at Page 054 and in Deed Book _ 2061 at Page 126 and in
r1RACV nvn
Deed Book 2061 , at page 126 and in Deed Book 1708 , at Page
rl'RF.CT ..H"
331 and in Deed 73ook 2,061 at Page 126 and in Deed Book
TRACT "2" AACP rrJ"
2061 at Page i26 and in Dctd Book 2061 at Page
TRACT ncc
126 and in Deed Book 2061 , at Page 126 and in Deed
Book 2D61 , at Page 126 and in Deed Book 206). , at Page
126 of the Penner County Registry, do hcaeby covenant and agree to and with
all other persons, firms and corporations, acquiring any part or parcel of this land, that all
said lands are hereby made subject to the fbllowing restrictions, as to the use thereof,
running with the land, by whomsoever owned, and said restrictions arc hereby impo G I ® D
upon said lands and all parts of said lands and all parts of said lands steal! be sold and
JUL 18 2005
owatd subject thereto, to wit.
DWQ
All owners of lots, parcels or tracts in Rocky Point commercial Park -AM * -sW r✓ CR
use their land for commercial and/nr industrial purposes. Profcssiond
offices will be allowed as a permined use, subject to zoning ordirmtoes.
2. Ali land owners must comply with PerAer County Zoning Ordinances;
which s4ricaly describes and governs the types ofbusims and activities
that may be allowed on any lot, parcel or tract in Rocky Point Commercial
�ia::suv�aiL A32tt 9tarial9u�
_ ZcF M.1 SmiC cOd
deg`srer Of
Doeds
tti9a 110

Jul 14 05 04:27p CHnRLES WELLS REALTY 9102597634
BK2304PG 188
p.2
Park
3. No lot, parcel or tract in Rocky Point Commercial Park can ever be used
for residential purposes. This restriction will prohibit any party from having
a business and a residence on the same varcei of land in this develonment.
4. Art land owners that may have anything stored or parked outside a building
that could be considered unsightly and negatively effect the value of the
Other real estate in Rocky Point Cotnrnemial Paris, must conceal all such
unsightly items behind a fence or planted plant buffer that would
completely block the view of said items from view from any street or any
adjoining property.
5. When all the lots, parcels and tracts in Rocky Paint Commercial Park are
completely sold out, the owners will have the responsibility of enforcing
these restrictions, as a group and not individually.
6. These restrictions may be atnended at arty time, as long as 75% of the
current, at the time of such amendment, are in favor of said amendment_
However, no owoer of any lot, parcel or tract in Rocky Point Commercial
Park may egret change any restriction regarding the State of North Carolina
"Storm Water Run Off Plan" imposed and adopted in this document
without the written consent of the Department of Water Quality ofthe
North Carolina Department of Environment and Natural Resources.
In accordance with Title 15 NCAH 2H.1000 of the STATE OF NORTH
CAROLINA STORMWATER MANAGEaMiT REGULATIONS all lands located in
ROCKY POINT CO c26ffiRCIAL PARK will be subject to the following restrictive
covenants.
A. The following covenants are intended to ensure ongoing compliance with
State Stormwater r_ &cMement Plan Permit Arumber 51,48990162
as issued by the Division of Water Quality under NCAC21-I.1000.
B. The State ofNorth 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 tun with the land and be binding on all persons and
parties claiming under them.
D. The Covenants pertaining to stortnwater may not be altered or rescinded
,without the expressed written consent of the State ofNorth Carolina,
Division of water Quality.
E. Alteration of the drainage as shown on the approved plan may not take
place without the concurrence of the Division of Water Quality.
F. The maximum allowable built upon area per lot is as shown on Exhibit " V-
entitled "Built Upon Area Schedule" attached hereto and is duly nurde a
part hereof.. This allotted amount includes any built upon area constructed
within the lot boundaries, and that portion of the right-of-way between the
front lot fine 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
decidng, or the voter surface of swimming pool;.

Jul 14 05 04: 27p CFIfIRLES WELLS REFiLTY 9102597634
6K2304n i 39
p.3
G. All runoff from the built upork areas on the lot trust drain into the permitted
systern_ This ;nay be accomplished through pro%idingo roof drain butters,
which drain into the street, grading the let to drain toward the street, or
grading perimeter swales to collect lot runoff and directing them into the
stormwater system or into the street. Lots that will naturally drain into the
system are not required to provide these additional measures.
H. Each lot whose uwrership is not retained by the perruttee, shall submit a
separate stormwater permit application to the division of Water Quality
and receive a permit prior to construction-

Jul .14 05 04s27p CHnRLES WELLS REALTY 9102597634 p.4
g1F304PG 190
IN yirZl IMSs WHEREOF the parties hereto set their hands and sea!:
this the 16 iil day of October, 2003. /
CHARLES E. WELLS
' (SEAL)
ETHEI TANS L.1i�ELLS
..✓ (SEAL)
RONALD 15.GRAVES
�- (5RAL)
ANGLE . GRAVES
FRED L. B OWN
STATE OF NORTH CAROLINA
COUNTY OF PENDER
1, IAA Law a Notary Public for the State of
Nonh Carolina, County of Pender do hereby certify that CHARLES E. WELLS and
wife, ETHEL LANE L. WELLS and RONALD D. GRAVES and wife, ANGLE O.
GRAVES and FREDDY L. BROWN personally appeared before me and signed and
executed fhis document.
This the 16t' day of October, 2003
Nd&ry Public r
My Commission Expires: January 11, 2006
!EOLA 10Y6 ^
5 NOTARV 'PUBLIC
FENDER COUNTY, NC
COUtM. ": The 1brqnin,
1: 07Xd :a be correct. ThisQ-0day
gns;g��
ltet•tsA irofl31,),ds
DeputylAeet

.Jul 11 05 04.42p
r
0
c
CHFIRLES DELLS REgLTY
81G25a7884
g�(23Q#�Pb 19 4
I;$iMff 6A9
"BUELT UPON AREA 5 B1iLE"
Roeuy Point Commettial Park
.ftwable BW
Upon Area Calmlabom
LOT
TOTAL
USEABLE
PER CENT
IMPERVIOUS
NUMBER
LOT AREA
AREA IMPERVIOUS
AREAALLOWED
1
75907
M07
100
75909
2
778"
77899
100
776%
3
89299
89299
100
89299
4
77899
77899
10D
7780
5
77899
77899
100
77899
6
TTM
66M
90
59949
7
47321
47321
0
0
A
T7551
TT551
10D
77561
8
94753
58741
00
62867
G
72038
68040
90
59436
D
106734
=10
90
anD
E
160774
92207
90
$3057
F
167896
22926
90
83633
G
266952
165261
90
148735
H
28SD78
870M
90
?6350
I
183758
81934
90
?3741
J
88402
71439
90
64295
K
77665
70484
90
53418
L
44402
38911
90
35M
M
67m
M12
0
0
TOTAIL
2192976
1644465
1341154
NOTES: 1. ALL NUMBERS IN SQUARE FEET
2. USEABLE AREA DEFOIED AS TOTAL LOT AREA MINUS AREA OF
WETLANDS AND EASEMENTS WHF-RE APPLiOAELE

Rocky Point Commercial Park - EM-n 12E 5 iTE
Allowable Built Upon Area Calculations
LOT
TOTAL
USEABLE
PER CENT
IMPERVIOUS
NUMBER
LOT AREA
AREA
IMPERVIOUS
AREA ALLOWED
1
75907
75907
100
75907
2
77899
77899
100
77899
3
89299
89299
100
89299
4
77899
77899
100
77899
5
77899
77899
100
77899
6
77899
66499
90
59849
7
47321
47321
0.211
10000
A
77551
77551
100
77551
B
64753
58741
90
52867
C
72038
66040
90
59436
D
106134
69210
90
62289
E
160774
92297
0.624
57572
F
167696
92926
0.620
57573
G
266952
165261
90
148735
H
286078
87056
90
78350
1
183758
81934
90
73741
J
88402
71439
90
64295
K
77665
70464
90
63418
L
49402
38911
90
35020
M
85898
59912
0
0
TOTAL
2211224
1544465
1299599
NOTES: 1. ALL NUMBERS IN SQUARE FEET
2. USEABLE AREA DEFINED AS TOTAL LOT AREA MINUS AREA OF
WETLANDS AND EASEMENTS WHERE APPLICABLE
v
JUL 18 2005
DW
''ROJ # (jif ! 0 ¢CQ2.

Rocky Point Commercial Paris Pond 1
Allowable Built Upon Area Calculations
LOT
TOTAL
USEABLE
PER CENT
IMPERVIOUS
NUMBER
LOT AREA
AREA
IMPERVIOUS
AREA ALLOWED
1
75907
75907
100
75907
2
77899
77899
100
77899
3
89299
89299
100
89299
4
77899
77899
100
778M
5
77899
77899
100
77899
6
77899
88499
90
59849
7
47321
47321
0.211
10000
A
77551
77551
100
77551
B
64753
58741
90
52867
C
72038
56040
90
59436
J
88402
71439
K
77665
70464
L
49402
38911
M
85898
59912
TOTAL
1039832
955781
ROW
130802
3rand Total
1170434.00
C Q(0,8(0 a D
90
64295
90
63418
90
35020
0
0
821339
51989 Srp,Eers
873328
NOTES: 1 _ ALL NUMBERS IN SQUARE FEET
2. USEABLE AREA DEFINED AS TOTAL LOT AREA MINUS AREA OF
WETLANDS AND EASEMENTS WHERE APPLICABLE
OFFS 1-1 '921(P2- 90010 -7391 5
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RECEIVED
JUL 18 2005
DWQ
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cl0 1mPEQv�ouS Al2CA 9'4'72� 3,$ : 125259(v = 0, 751a 0/0
p�f - _SITE STM57rS 51,939
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