SW8060101_CURRENT PERMIT_20220726 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 06 O I OI
DOC TYPE
14 CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2OZ2 07 24
YYYYMMDD

ROY COOPER
Governor
EUZABETH S. BISER
secrefdry
BRIAN WRENN
Director
July 26, 2022
NORTH CAROLINA
Enviranmenral Quality
Meadow Ridge Property Owners Association, Inc.
Attn: Guy Lampe, President
P.O. Box 608
Smithfield, NC 27577
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 060101
Meadow Ridge
Brunswick County
Dear Mr. Lampe:
F ffective August 1, 2013 the Post -Construction Stormwater Management 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 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 enforcement of the permit.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on June 23, 2022. The Division is hereby notifying you that permit SW8060101 has been
renewed, updated, and re -issued on July 26, 2022, as attached. Please be aware that the renewal and re -issuance of
this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until January 31, 2028 and does not supersede any other agency permit that may be
required. The project shall be subject to the conditions and limitations as specified therein. This permit does not
impose new or increased stormwater control requirements; it clarifies the rules and requirements of this program
to provide you with a better understanding of your obligations under this permit. Failure to comply with these
requirements will result in future compliance problems. Please note that this permit is not transferable except
after notice to and approval by the Division.
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 concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
59;Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment B — Built -Upon Area Allocation
Attachment C — Pennitting History
Renewal Application Documents
DES/ams: \\\Stormwater\Permits & 1'rojects\2006\060101 I ID\2022 07 permit 060101
cc: Wilmington Regional Office Stormwater File
Q�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
wdmington Regional Ofnce 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
=.+�rr+�i"M" r -/'w 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 060101
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION 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
Meadow Ridge POA, Inc.
Meadow Ridge
NC 904 (Seaside Road), Ocean Isle Beach, Brunswick County
FOR THE
construction, operation and maintenance of three (3) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and as outlined in
the application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the
"approved plans and specifications") as attached and/or on file with and approved by the Division of
Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications. The approved
plans and specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until January 31. 2028 and shall be subject to
the following specified conditions and limitations. 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 condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.5 on page 2 of this permit. The subdivision is permitted for 7 lots
(Outparcels), each allowed a maximum amount of built -upon area as listed in Section 11.4 of
this permit.
3. 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.
4. Pond #1 serves OP's 1, 2, 3, 6, 7 & a portion of 4. Pond #2 serves the remainder of OP 4 and
a portion of OP5. Pond #3 serves the remainder of OP #5, allocated as indicated in Section 1.5
of this permit.
Page 1 of 6

Post -Construction Stormwater Management
Permit No. SW8 060101
5. The following design elements have been permitted for the 3 wet detention pond stormwater
facilities, and must be provided in the systems at all times.
Design Criteria
Pond #1
Pond #2
Pond #3
a. Drainage Area, acres:
Onsite, ft2
Offsite, ft2
12.93
558,783
4,426
7.58
330,159
0
4.21
183,553
0
b. Total Impervious Surfaces, ft2
OP 1, ft2
OP 2, ft2
OP 3, ft2
OP 4, ft2
OP 5, ft2
OP 6, ft2
OP 7, f12
Streets (not within a lot) ft2
Offsite Street, ft2
430,768
51,078
50,364
51,161
65,104
0
86,146
79,655
42,834
4,426
268,665
0
0
0
152,165
116,500
0
0
0
0
152,004
0
0
0
0
152.004
0
0
0
0
c. Design Storm, inches
1
1
1
d. Pond Depth, feet
6.5
5.5
6.0
e. TSS removal efficiency
90
90
90
f. Permanent Pool Elevation, FMSL
42.0
41.75
45.0
g. Permanent Pool Surface Area, ft2
23,289
16,251
12,938
h. Permitted Storage Volume, ft3
35,262
22,198
13,972
i. Temporary Storage Elevation, FMSL
43.4
43.0
46.0
. Controlling Orifice, "0 pipe
3.0
2.0
1.5
k. Permanent Pool Volume, ft3
85,400
55,203
37,183
I. Permitted Forebay Volume, ft3
18,855
14,448
8,635
m. Receiving Stream/River Basin
Saw Pit Swam / Lumber
n. Stream Index Number
15-25-2-2
o. Classification of Water Body
C, Sw
p. Max. horsepower for fountain
1/3 1/6 1 1/8
II. SCHEDULE OF COMPLIANCE
1. 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, and responsibility for meeting the built -upon area limit is transferred to the individual
property owner.
2. If an Architectural Review Board or Committee 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 Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
3. 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.
4. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
5. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 060101
Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 060101, as issued by the Division 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, DEMLR.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
f. The maximum built -upon area per outparcel lot in square feet is as follows:
OP 1 51,078 OP 4 217,364 OP 7 79,655
OP 2 50,364 OP 5 268,517
OP 3 51,161 OP 6 86,146
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.
All runoff from built upon area on the lot must drain into the permitted system. This may
be accomplished through providing roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales and directing them into the
pond or street. Lots that will naturally drain into the system are not required to provide
these measures.
Built -upon area in excess of the permitted amount will require a permit modification.
Each lot within the subdivision whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division and receive a permit prior to any construction on the lot.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
9. 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. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. 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.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in Pond #1 is 1/3 horsepower, in Pond #2 is
1/6 horsepower, and in Pond #3 is 1/8 horsepower.
Page 3 of 6

Post -Construction Stormwater Management
Permit No. SW8 060101
11. 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:
Semiannual scheduled inspections (every 6 months).
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.
12. 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.
13. 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.
14. 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.
15. 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. Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded.
g. 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.
h. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. PERMIT RENEWAL. 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).
Page 4 of 6

Post -Construction Stormwater Management
Permit No. SW8 060101
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
Page 5 of 6

Post -Construction Stormwater Management
Permit No. SW8 060101
e. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the Director that the
changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local. State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Permit renewed, updated and reissued this the 26th day of July 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.i;Mnan Wrenn, Dire or
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 060101
Page 6 of 6

SW8 060101 - Meadow Ridge
Master Permit Summary Table, January 22, 2013
Impervious Type
Permit
Number
Offsite
Issue Date
Offsite Facility
Offsite Proposed Impervious
SW8 060101 Impervious
Allocation
Pond 1
Pond 2
Pond 3
Pond
Pond 2
Pond 3
Total Impervious
430,1768
268.665
152,004
Outparcel1
51,078
0
0
Outparcel2
50,364
0
0
Outparml 3
SW8 130106
1/22/2013
Ample Storage
38,649
0
0
51,161
0
0
Outparcel4
65,104
152,165
0
Outparcel 5
0
116,500
152,004
Outparcel6
86,146
0
0
2utparcel7
79,655
0
0
Streets (nol within a lot)
42,834
0
0
Offsite Street
4,4261
01
0
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f?
fe
flz
fe
ftz
f?
ft2
ft2
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Attachment C - Permitting History
Meadow Ridge
Permit No. SW8 060101
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
1/31/2006
Original
10
Approval
Issued a notice of violation on March 16, 2007
for failing to record the built -upon areas for
8/27/2007
Modification
1.1
lots per the amounts listed in the permit;
failing to submit a modification to address the
different BUAs per lot that were records;
modification is fixing those violations;
9/10/2012
Transfer
1.2
Name/Ownership change; from Meadow
Ridge, LLC to Meadow Ridge POA, Inc.
7/26/2022
Renewal
2.0
Expires January 31, 2028

I )f MI R I ISH I1N1 Y
Dale Received
I Fee Paid
Permit Number
'14 193 as
15a 505=
5W8 6&0/0
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION 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 50. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: # S W g 0 6 I I
2. Project name: �Y\Q--A- + \�.c-kyC. Pop, 1--C
3. Project street address: S I t Mlel"rw S(214 O.:+c
City: C)C�a, Sstc (3«<ti County: 13r sw:_k ZIP:-L74L9
4. What, if any, changes have been made to the project as permitted? n
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: https://deg.nc.gov/about/divisions/energy
mi n eral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee orproject name have been made, please complete eitherthe Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization:
2. Signing Official's Name: G. tz, L P in pr
3. Signing Official's Title: l�r< 5= 6 - A
4. Mailing Address: " 6- x e� � $
City: S<vA
5.
Street Address: T'L S Pe_C-a:�
6. Phone: (`0cl ) 934- 3 �41 Email: a��,
�,a
Q4�
1��
Stormwater Permits do not
(l C ZIP: z1111
.fN c ZIP
n . r - �r"
JUN 232022
.
BY:
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 HQW/ORW). 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:
1. A permit application processing fee of $505.00 payable to NCDEQ.
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:
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.
/t_ 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.
T ` 4. O&M Agreements, Please select one:
® I 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.
5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ 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.
NJ A 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.
/% `
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).
https://www.sosnc.gov/online services/search/by title/ Business Registration
LE
JUN 2 3 2022
BY:_
Stormwaler Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
LH M pe- , 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 performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
C- 2—i•i
Signature: �. ^-->^ Date: 2-z
NOTARIZATION:
that
this the
of
a Notary Public for the State of
do hereby certify
personally appeared before me
day of _-i , , 20.112_1, and acknowledge the due
instrument. Witness my hand and official seal,
-< .............ems• '
(A/ofaatji s�agTAR)' 'cNs_
- v.o -
Na re:••'
My commi6litlmVpires
z
JUN 2 3 2022
BY.•
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. Seel $O(70/c)/
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGENIENT PERMIT APPLICATION FORMI
WET DETENTION BASIN SUPPLEMENT
This form 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 detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Nye Aaw Kidae. _—
Contact Person: �v Q hPu.�n P Phone Number: (910 )'754-(22a1
For projects with multiple basins, specify which basin this worksheet applies to: O)w Pont! 1
elevations
Basin Bottom Elevation 35.5 ft.
Permanent Pool Elevation 1-12 ft.
Temporary Pool Elevation 43.4 ft.
areas
Permanent Pool Surface Area Z3,Ze9 sq. ft.
Drainage Area I Z.93 ac.
Impervious Area q•Q9 ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
SS,yoO cu. ft.
3'S,Z(�2_ cu.ft.
1 S 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)
3 r79 (surface area to drainage area ratio from DWQ table)
3 in. (2 to 5 day temporary pool draw -down required)
in.
90 % (minimum 85% required)
Pagel of 4

Footnotes:
When using the Division SA/DA tables, the correct SAMA 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.
2 In the 20 coastal counties, the requirement for a vegetative tiller may be waived if the wet detention basin is designed to provide
90%n'I'SS removal. The NCDENR 13MP manual provides design tables for both 85%TSS removal and 90%a'I'SS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stornwater 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.
Applicants 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.
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.
It. 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
j� 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.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE 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) 0 does
This system (check one) 0 does
d s not incorporate a vegetated filter at the outlet.
does not incorporate pretreatment other than a forebay.
Form S W U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
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 clays as designed.
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.
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.).
'rhe 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 4.8'75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads G8'75 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 42'
Sediment Re oval El. 3"7,1-25 l75 ,
Sediment Removal Elevation 3 7.Iz6 75%
Bottom Ele ation 3SSj - �- %,
Bottom Elevation 35.5 25%
FOREBAY MAIN 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 maximum extent practical.
Form S W U-102 Rev 3.99 Page 3 of 4

7. 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:..
Title: Mannaer MPnrker
Address: P0.Sox (o2'7 � ShalloAc NC 284S9
Pilot)
Sign;
Date
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, A ( 160, , a Notary Public for the State of Nott4h (0-F-6U t'1C.F,
County of �1 L)yi1 sw i C.bL do hereby certify that S+6VN
personally appeared before me this Q 3 day of -TU t-I� 000— - , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
ALICIA LINDEBERG
NOTARY PUBLIC
Brunswick County
North Carolina
My Commission Expires W10/2010
SE?AL
My commission expires!
q1131,90l0
Form SW U-102 Rev 3.99 Page 4 of 4

Permit No. SGUr? 0&0/01
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORNIWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form maybe photocopied for use as an original
DWO 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: Meadow tCidae.
Contact Person: � R. HOuS}a,n k pE. Phone Number: (910 )'75L}-G32ti
For projects with multiple basins, specify which basin this worksheet applies to: SW pond�2
elevations
Basin Bottom Elevation ft.
Permanent Pool Elevation 41.'7S ft.
Temporary Pool Elevation 143 ft.
areas
Permanent Pool Surface Area 1(o, Z S I sq. ft.
Drainage Area r/58 ac.
Impervious Area ac.
(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)
volumes
Permanent Pool Volume SS,7A3 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume ZZ' Iq" cu. ft. (volume detained above the permanent pool)
Forebay Volume J tf.gg8 cu. ft. (approximately 20% of total volume)
Other parameters `use S.S Oep+h�
SA/DAI (surface area to drainage area ratio from DWQ table)
Diameter of Orifice z in. (2 to 5 day temporary pool draw -down required)
Design Rainfall in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3 99 Page I of 4

Footnotes:
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 interpolation 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 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.
IL 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.
Applicants 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.
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.
It. 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.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
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.
B
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE 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) 0 does 0 dd s not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
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.
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 N.3125' feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4.31z5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation /fl•�75
Sediment Re oval El. 3743�5 75
-------------- - Sediment Removal Elevation 3'7 y37s 75%
Bottom Ele anon �(�------------------------------------------ - To
Bottom Elevation 36 25%
FOREBAY MAIN POND
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 o1`4

7. - 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: k%v f. F4v_m4no
Title: _Mc[ nexaer Mery -bar
Address: P Aax CZ7 ' S kJo klc M ZAL(S°I
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.
[, A 11 c- t A L kilo b-cr , a Notary Public for the State of Nb&h [a.tbUo d.
County of rat Sw i Ck do hereby certify that SYt DO ° t
bn
personally appeared before me this _ day of �TUVIP 0-7 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
ALICIA LINDEBERG
NOTARY PUBLIC
Brunswick County
North Caroline
My Commission Expires 0/13/2010
SEAL
My commission expires a61 U C/n
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No.
(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
DWO 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: MeaAc7,ii Riche -
Contact Person: tv R Nous}on t p Phone Number: (910 )'75' f- (o32t 1
For projects with multiple basins, specify which basin this worksheet applies to: SW pond qt3
elevations
Basin Bottom Elevation ft.
Permanent Pool Elevation_ ft.
Temporary Pool Elevation ft.
areas
Permanent Pool Surface Area I Zl9 3R sy. ft.
Drainage Area Lt.zi ac.
Impervious Area 3.y9 ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
3711,93 cu. ft.
l3147Z cu. ft.
G35 cu. ft.
4.76E
1.5 in
1 in.
90 %
(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 DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
Form SWU-l02 Rev 3.99 Page I of 4

Footnotes:
I 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 interpolation 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 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.
II. 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.
Applicants 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.
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.
It. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
is 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.
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.
A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE 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) 0 does
This system (check one) 0 does
(Y'doi s not incorporate a vegetated filter at the outlet.
does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
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.
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.
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 4•jc:; feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4 S feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 4s
Sediment Re oval El. q� - 75
-----
Sediment Removal Elevation 40's 75%
Bottom Ele ation 3�` _ %-----------------------J---------------------125%
----
Bottom Elevation 39
FOREBAY MAIN POND
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

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: R Fh�cG�r,
—r
Title: Manpcer Mrimer
Address: (e2'7 ', S%a& A< I tyc z�SOI
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.
a Notary Public for the State of r\ir(+- (Alz.o L� i,,c,
County of V)r\sw ick , do hereby certify that 50.�I �• Nou s}o�.
personally appeared before me this c��> day of Suti'L_k_ 00i , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
ALICIA LINDEBERG
NOTARY PUBLIC
Brunswick County
North Caroline
My Commission Expires 9/1312010
SEAL
My commission expi
Form SWU-102 Rev 3.99 Page 4 of 4

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Ms. Linda Lewis, Environmental Engineer II
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Meadow Ridge; Phase 1
Certification of Stormwater System
Dear Linda:
117 Pine Street
Post Office Box 627
Monday, March 5, 2007
ReCEED
MAR 0 6 2007
8 ob
In accordance with the conditions of the subject permit, I hereby certify
that the Phase 1 portion of the Meadow Ridge stormwater system, as described
within Permit Number SW8060101 has been constructed in substantial
compliance with the approved plans, specifications, and other supporting .
materials, and that the system is suitable for operation.
Attached is a copy of the Stormwater Plan for Meadow Ridge which has
been highlighted to indicate which aspects of the permitted stormwater system
are installed and being certified at this time. Also attached is the individual
permit certification sheet for the permit.
CAR0%ii Sincerely,
FESS%p
a SEAL 9r;
9816
cNdiNE`���. 1 y H uston, P.E.
i Hlp1lg�o� on and Associates, P.A.
JRH/ jdm
Attachments
pc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
File: 07-1060 (Meadow Ridge; Phase 1 - Stormwater Certification)

State Stormwater Management Systems
Permit No. SW8 060101
Meadow Ridge
Stormwater Permit No. SW8 060101
Brunswick County
Designer's Certification
Page 1 of 2
I, Wl R . liDt� , P.IL. , as a duly registered EnIGin1P-z&-- Jn
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
MFAa QVJ 1ZID 1Ze cowl 99"At_ 6V8DI-A6I0JJ — P1406& j (P+PAc- CA2f1-f1CA�)
(Project) STORE InlA48Q, PoNDa u 1 4 *Pz A*lD nre A66wAred errwc0CVJ3 cawxw rob ra
for /VlJ&boyJ fz16�4B_ . LLB (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
M149-DirJIkrW5 is cWO OA6W tvc4fironl rofD AA"c4 Our of tonWAM 4' PIN"
rAIM01- WIATkWJ5 TD PA-0UAI6 LOT—AT1D (4AP uWAq 0WJ+"0nl5
Signature
Registration ber 981t(,g
Date Z Ft8 Zeo7-
SEAL
"SEAL
9816 _
AGINE`��•?,,
Page 8 of 9

I

State Stormwater Management Systems
Permit No. SW8 060101
Certification Requirements:
Page 2 of 2
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that the runoff is directed into the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass 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-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.
Required drawdown devices are correctly sized per the approved"plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 9 of 9

INFORUAilON PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density
Developments with Outparesis where lots will be subdivided and sold. Deed restrictions and
protective covenants are necessary to ensure that the development maintains a 'built-uporf
area consistent with the design criteria used to size the stormwater contmi facility. The
following deed restrictions and covenants must be recorded prior to the sale of any outparcel:
I. The bADWing covenants are intended to ensure ongoing compliance WIM Slate
Stormweter Management Permit Number S J A o(,orl I o 1 as issued by the DBrislon
Of Water Quality under NCAC 2H.1OW.
2. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit
CO
J. These covenants are to run with the land and be binding on all persons and parties
claiming under them. � z
4. The covenants pertaining to stormwater may not be altered or rescinded without the f'
express written consent of the State, of North Carolina, Division of Water Quality. "
a Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality,
8, The maximum bunk -upon area for the outparcel(s) or future development area shown on
the approved plans Is as follows: See Talote k on A 94chmern+ l
Outparcel # BUA AND/OR Future Development BUA
These allotted amounts Include any buff -upon area constructed within the property
boundaries, and that portion of the right-of-way between the lot lines and the edge of
the pavement Built upon area includes, but is not 11mlted to, shuctures, asphalt,
concrete, grawsl, brick, stone, data, coquina and parldng areas, but does not include
raised, open wood deck/ng, or the water surface of swimming pools.
7. The runoff from all built -upon area within the outpancal or future development area must
be directed into the permitted stormwater control system.
8. Built -upon area in excess of the permitted amount will require a pefmlfmodification.
9. The connection from the outparcelis collection system into the stormweler control` sha0
be made such that short-circufiing of the system does not occur.
10. For those outparcels or Uwe development areas whose ownership is riot retained by
the perm/ttee,, the new owner shall submit a separate of ode stormwater permit
application to the- Division of Water Quality and receive a permit prior to construction.
11. There shall be established on the entire property a blanket easement for the purpose of
constructing, operating and maintatntng storm water piping, ponds, swales, catch basins and
inlets, outlet devices, and any other appurtenant portion of the storm water collection,
conveyance, treatment system subject to the rules, regulations and policies of the Division of
Water quality. The Meadow Ridge Property Owners Association will befor ned to take over
responsibilities for the continued operation and maintain of the system.
North Carolina/drunswick County
MLM8QgMArJ06M MFAbv,,J 1?4D6L /I-- Sworn to and subscribed before me
111tl 0057m Z3JAtJzDo& January 24, 2006 by Jay R. Houston,
Member/Manager of Meadow Ridge, LLC.
I have personal knowledge of the
OFFlCI:SEAL identity of the principal.
Notary untyPubofic.ding(.J .4—County ofkShenillSherrill W. Hewett, Notary Public
MYCommisslonE�lreag My Commission Expires: 4/16/08

Ai-%c,y_lmen+ 4�' 1
1
2
3
4
5
6
7
R/W
TOTAL
AREA
(AC.)
1.43
1.40
1.45
5.88
13.59
3.38
2.73
1.27
**EXISTING
BUILT -UPON
AREA (AC.)
0.06
0.07
0.00
4.90
4.22
0.00
0.13
0.96
FUTURE
ALLOWABLE
BUILT -UPON
AREA (AC.)
1.1555
1.12
1.2325
0.0
0.9043
1.3445
2.1905
0.0
TOTAL
ALLOWABLE
BUILT -UPON
AREA (AC.)
1.2155 (85%)
1.19 (85%)
1.2325 (85%)
4.90
5.1243
1.3445
2.3205 (85%)
0.96
TOTALS 31.13 10.34 7.9473 18.2873
DEVELOPMENT
TBD
TBD
TBD
Access Storage II
Access Storage II
TBD
TBD
** EXISTING BUILT -UPON AREA REFLECTS BUILT -UPON AREA SHOWN ON CURRENT PLAN.