SW8990732_CURRENT PERMIT_20220215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q 0132
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2.0 Z2 o 2-1 5
YYYYMMDD

ROY COOPER
Gwemor
EUZABETH S BISER
Secretary
BRIAN WRENN
Director
February 15, 2022
Brewster Place Homeowners' Association, Inc
Attn Robbm Nelson, President
702 Brewster Lane
Wilmington, NC 28412
NORTH CAROLINA
Environmental Quality
Subject Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 990732
Brewster Place Phase H
New Hanover County
Dear Ms Nelson
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on February 14, 2022 The Division is hereby notifying you that permit SW8990732 has been
renewed, updated, and re -issued on February 15, 2022, as attached As requested, a copy of the current operation
and maintenance agreement is also enclosed 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 November 12, 2025 and does not supersede any other agency permit that may
be required The project shall be subject to the conditions and lunitations as specified therein This permit does
not impose new or mcreased 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 ashleym smith@ncdem gov
Sincerely,
C. � )ICA
3; Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams %Stormwate6fiermits & Projects\1999\990732 HD\2022 02 permit 990732
cc Wilmington Regional Office Stormwater File
D E North Carolina Department of Environmental Quality I Division of Energy Kneal and land Resources
./ wilmucuon Regional office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405

Post -Construction Stormwater Management
Permit No SW8 990732
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Brewster Place Homeowners Association, Inc
Brewster Place Subdivision Phase ll
Brewster Lane off Carolina Beach Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) 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 November 12, 2025 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
1 This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data
2 This stormwater system has been approved for the management of stormwater runoff as
described in Section 1 7 of this permit The ponds labeled as Pond 1 and Pond 2 have been
designed to handle the runoff from 338,782 sf and 240,780 sf of BUA, respectively
3 The subdivision is permitted for 107 lots, each allowed a maximum of 4,000 square feet of
built -upon area
The plans approved on November 12, 2003 and the specifications for this project are
incorporated by reference and are enforceable parts of this permit
Pond 1 will utilize the existing wetland as a forebay Runoff within the drainage area of Pond 1
must first be directed into the wetland prior to entering the pond
Page 1 of 6

Post -Construction Stormwater Management
Permit No SW8 990732
Both of the permitted ponds have been sized for 90% TSS removal, therefore, a vegetated
filter is not required
The following design criteria have been approved for the wet detention ponds and must be
maintained at design condition
Pond 1
Pond 2
a Drainage Area, acres
Onsite, ft2
Offsite, ft2
2054
894,756
0
1239
539,545
0
b Total Impervious Surfaces, ft2
Lots, ft2
Street, ft2
Offsite, ft2
338,782
260,000
78,782
0
240,780
168,000
72,780
0
c Number of lots @4000 ft2
65
42
d Average Pond Design Depth, feet
65
75
e TSS Removal Efficient
90%
90%
f Design Storm, inches
1 0
1 0
Permanent Pool PP Elevation, FMSL
807
70
h Permitted PP Surface Area, ft2
37,558
29,788
i Temporary Storage Elevation, FMSL
907
80
Permitted Storage Volume, ft3
40,190
32,460
k Controlling Orifice, inch D pipe
3
25
1 PP Volume, ft3
125,955
120,263
m Forebay Volume, ft3
existing wetland
24,053
n Maximum Fountain Horsepower
1/2
1/3
o Receiving Stream/River Basin
Mott Creek / CPF17
Stream Index Number
18-82
Classification of Water Body
C SW
II SCHEDULE OF COMPLIANCE
1 The permittee shall ensure that the stormwater management system is constructed (including
vegetation) operated and maintained for its permitted use
2 The permittee shall monitor the protect on a routine basis to ensure that each lot maintains
compliance with the permitted BUA limits and grading
3 The permittee shall review all proposed new and modified lot plans for compliance with the
BUA limits and the grading requirements The permittee shall not approve any new or modified
lot plans that propose to exceed the maximum BUA limit or to change the way runoff is
transported
4 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
5 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
Page 2 of 6

Post -Construction Stormwater Management
Permit No SW8 990732
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 1/2 horsepower and in Pond #2
is 1/3 horsepower
7 The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to
Semiannual scheduled inspections (every 6 months)
Sediment removal
Mowing and revegetation of side slopes
Immediate repair of eroded areas
Maintenance of side slopes in accordance with approved plans and specifications
Debris removal and unclogging of outlet structure, orifice device and catch basins and
piping
Access to the outlet structure must be available at all times
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
A copy of the recorded deed restrictions has been submitted to the Division The following
required deed restriction statements below were recorded on February 11, 2003 in DB 3640 at
PG 5623
a The maximum built -upon area per lot is 4,000 square feet This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina, driveways and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools
b The covenants pertaining to stormwater regulations may not be changed or deleted
without concurrence of the State
c Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the State
d 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
10 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
Page 3 of 6

Post -Construction Stormwater Management
Permit No SW8 990732
11 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 protect 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
protect 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
12 Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina, driveways, and parking areas, but does not include raised, open wood
decking, the water surface of swimming pools, a surface of #57 stone laid at least 4" thick over
a geotextile fabric, or appropriately designed permeable pavement areas
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
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)
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
Page 4 of 6

Post -Construction Stormwater Management
Permit No SW8 990732
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
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,
n A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
ui 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),
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
COMPLIANCE The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request
a 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
b 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
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
Page 5 of 6

Post -Construction Stormwater Management
Permit No SW8 990732
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 15th day of February 2022
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
e Rd
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 990732
Page 6 of 6

Attachment C - Permitting History
Brewster Place Phase II
Permit No SW8 990732
ApprovDate al
Permit Action
Vernon BIMS
Descnption of the Changes
11/10/1999
Original
Approval
10
5/17/2000
Modification
NA
Not in BIMS addition of
Pond #2
11/12/2003
Modification
1 I
Revised Calculations
6/7/2017
Transfer
1 2
From Saturn Development to
Brewster Place Homeowners
Association, Inc
2/15/2022
Renewal
20
Expires November 12, 2025

DEMLR USE ONLY
Date Received Fee Paid
Permit Number
520 50
1 SW 8 LAUl0'132
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 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number SW8 990732
2 Project name BREWSTER PLACE - PHASE II
3 Project street address BREWSTER PLACE
City WILMINGTON County NEW HANOVER ZIP 28412
4 What, if any changes have been made to the project as permitted? NONE
/f the project has changed from the original approved plans, please complete SWU-101 for a Ma/or
Modification or Minor Modification Application form available at https //deg nc gov/about/diwsions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction
B PERMITTEE INFORMATION
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/dwisions/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 BREWSTER PLACE HOA
2 Signing Official's Name ROBBIN NELSON
3 Signing Official's Title PRESIDENT, BOARD OF DIRECTORS
4 Mailing Address 702 BREWSTER LANE
City WILMINGTON State NC ZIP 28412
5 Street Address
City State ZIP
6 Phone ( 910 ) 620-5194 Email NELSONROTTIES@GMAILCOM
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
item below to indicate that the required information is provided in the application package
A permit application processing fee of $505 00 payable to NCDEQ V c ci i to u,s � P d-
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
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
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
Er I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent tome I agree to keep this on file with the permit
5 Desi ner 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
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/bv title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3
May 11, 2018

D PERMITTEE'S CERTIFICATION
I, Robbin Nelson , 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, SCNjsrorowrre�rship All information provided on this permit renewal application is, to the best of my
correct
Signature
NOTARIZATION
I. I rn ce-
a Notary Public for the State of
County of N e al H Q Yl D U I!,Y' , do hereby certify
that Rn b b i n k)f. I 5 o r1 personally appeared before me
this the ��� �* day of J anukLr,Y l 4 , 20 ,�) , and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary seal Tracey L Bass
Notary Public
New Hanover County
North Carolina
Notary Signature Lk�4k�)�
My commission expires 1- M r 9'0-A 3
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

r4� V J yoosil
..ridu9 yie!oN
y) "miob isvonsk
3rvl,�cJ diia44

Permit No, l l o -7 32&d(
(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
Thu form may be photocopied for use as an original
DWO Stormwater Manaizement 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 )�rr .s%c-r Pl re , PLse. T , n
Contact Person A V, '51-C �4 Phone Number (9/0 1 Z3-6- /0 4S-
For projects with multiple basins, specify which basin this worksheet applies to
elevations
Basin Bottom Elevation S ft
Permanent Pool Elevation 9,07 ft
Temporary Pool Elevation 9.07 ft
(floor of the basin)
(elevation of the onfice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 3.7 5'5'6 sq ft (water surface area at the onfice elevation)
Drainage Area ZO S4 ac (on -site and off -site drainage to the basin)
Impervious Area 779 ac (on -sue and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Onfice
Design Rainfall
Design TSS Removal 2
Z Z 95 S cu ft (combined volume of main basin and forebay)
40 190 cu ft (volume detained above the permanent pool)
N cu ft (approximately 20% of total volume)
we'41a.h "se( as Prc—�i'�afwe,.f-
Z. Z 8 (surface area to drainage area ratio from DWQ table)
30 in (2 to 5 day temporary pool draw -down required)
1.12 in
90 % (minimum 85% required)
Form SWU-102 Rev 3 99 Page 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 SNIP manual provides design tables for both 85% TSS removal and 90% TSS removal
H. 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 Peanut
Application Form, the agent may initial below If a requirement has not been met, attach justification.
Applicants Initials
ki a
b
c
d
e
The permanent pool depth is between 3 and 6 feet (required minrrnum of 3 feet)
The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
U f The basin length to width ratio is greater than 3 1
2 , g The basin side slopes above the permanent pool are no steeper than 3 1
A-r Q . h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
# X . i Vegetative cover above the permanent pool elevation is specified
Ato. 1 A trash rack or similar device is provided for both the overflow and orifice
k0 k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
2 . 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
*' }per4441C P�110
III. WET DETENTION BASIN OPERATION AND MAWTENANCE 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
Xdoes not
incorporate a vegetated filter at the outlet.
This system (check one)
Ydoes
0 does not
incorporate pretreatment other than a forebay.
FormSWU-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 onfice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed
Repair eroded areas munediately, 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 a catch basins, piping, swales, nprap, etc ) quarterly to
maintain proper functioning
4 Remove accumulated sediment from the wet detention basin system serm-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 a 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-4,37� feet in the main pond, the sediment shall be removed
�/
When the permanent pool depth reads � feet In the forebay, the sediment shall be removed
Sediment
Bottom
El
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation O7
Sediment Removal Elevation 3, /4 Z r
Bottom Elevation
MAIN POND
75%
25%
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
r�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

17 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 /f V t `Fo
Phone
zsc-
Signature a —
Date lO /5-/oz
Note The legally responsible patty 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, O-Chelp— Kk Q�Irt C� Qom, a Notary Public for the State of ��Ly�- l CJ�Lb n
County of 1� A V1SWl C tC do hereby cer* that L
personally appeared before me this V<5 day of L 2:�D_ 1— 00; , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
ovox
ar'j SA
ieV j�.• oe v.�° CO)�•
) 0�
1Gjf ,f Iudt.el6�
SEAL
My commission expires l ()— 22� O
Form SWU-102 Rev 3 99 Page 4 of 4

Permit No -!Z0 � t 0-7 l
(to be provided by DWQ)
State of North Carolina
T Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan subrmttal 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 L'St`e('/s'rer t—t4ce- Y"K_5e, t wy
Contact Person A V Sa o Phone Number 0/0 ) z16-104-5
For projects with multiple basins, specify which basin this worksheet applies to Z
elevations
Basin Bottom Elevation '© ft
Permanent Pool Elevation -7. D ft
Temporary Pool Elevation 90 ft
(floor of the basin)
(elevation of the onfice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area Z9 S sq ft (water surface area at the onfice elevation)
Drainage Area 1 Z , 33 ac (on -site and off -site drainage to the basin)
Impervious Area S S S3 ac (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 1 Z O Z 63 cu ft (combined volume of main basin and forebay)
Temporary Pool Volume 3Z, 4-4o cu ft (volume detained above the permanent pool)
Forebay Volume 0 4 0573 cu ft (approximately 20% of total volume)
Other parameters
SA/DAi 169 (surface area to drainage area ratio from DWQ table)
Diameter of Onfice Z, S in (2 to S day temporary pool draw -down required)
Design Rainfall /, 0 in
Design TSS Removal 2 9 D % (minimum 85% required)
Form SWU-102 Rev 3 99 Page 1 of 4

Foomotes
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 nony`-,
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
H. 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 spare provided to indicate the
documentation is attached If the applicant h
Application Form, the agent may initial below
Applicants Imnals
following design requirements have been met and supporting
as designated an agent in the Stormwater Management Permit
If a requirement has not been met, attach justification.
A JZ . a The permanent pool depth is between 3 and 6 feet (required irummum of 3 feet)
4112 , b The forebay volume is approximately equal to 20% of the basin volume
%i , Q c The temporary pool controls runoff from the design storm event
d The temporary pool draws down in 2 to 5 days
a If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
& A . f The basin length to width ratio is greater than 3 1
tV g The basin side slopes above the permanent pool are no steeper than 3 1
419, h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
A112 . 1 Vegetative cover above the permanent pool elevation is specified
lit < i j A trash rack or similar device is provided for both the overflow and onfice
— k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
X. I 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
FI 1R. in A mechanism is specified winch will drain the basin for maintenance or an emergency
Jlr Par4A 6 (e f u .A p
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 )t'does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Xdoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 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 onfice 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 a catch basins, piping, swales, nprap, 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 a 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
7� When the permanent pool depth reads S-, 6ZS feet in the main pond, the sediment shall be removed
When the permanent pool depth reads S 67-5'- feet in the forebay, the sediment shall be removed
Sediment
Bottom
El h 3x
on --0, 5'
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 70
Sediment Removal Elevation I f 3 7S
Bottom Elevation
MAIN POND
75%
25%
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

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 A L/ —6,-P4
Title
Addn
Phone ZSG— /04f
Signature ✓ ���
Date /01I510 z
3
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
(ACC , a Notary Public for the State of ��C�tr l Ca 0 A I M ,
County ofT*l,lb 1SN1\C�-- do hereby certify that
personally appeared before me this � c5 day of C�_��VX'�" , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
Imo: r d !
1 �
J
SEAL
My commission expires ko—��
Form SWU-102 Rev 3 99 Page 4 of 4

State Stormwater Management Systems
Permit No SW8 990732 Modification
Brewster Place Phase II
Stormwater Permit No SW8 990732 Modification
New Hanover County
Designer's Certification
Page 1 of 2
I, 6owarJ [7495n;4- as a duly registered Pr0`YesS1dhd( in
the State of North Carolina, having been authorized to observe (penodically/weekly/M tune) the Mristruction of
the project,
�rewcs I er Pl a,-e PAase. Two PbAep( l (Project)
for .Sa �u rn (DP ve (o o+M -- .1' (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form are a part of this Certification
Noted deviations from approved plans and specifications
Signature ' �,
Registration Number z
Date /0.h /o z
A
? SS
4 i -
SEAL = _
025483 i
RECEIVED
OCT 16 2002
DWQ
PROJ # � � 9��� 32

_ �
� ,,
C• l� { ,

State Stormwater Management Systems
Permit No SW8 990732 Modification
Certification Requirements Page 2 of 2
9,12,_1 The drainage area to the system contains approximately the permitted acreage
A2 The drainage area to the system contains no more than the permitted amount of built -upon area
P f 3 All the built -upon area associated with the project is graded such that the runoff drams to the system
-9LL4 The outlet/bypass structure elevations are per the approved plan
4L,9,_5 The outlet structure is located per the approved plans
�LL6 Trash rack is provided on the outlet/bypass structure
,&�L7 All slopes are grassed with permanent vegetation
N,P, 8 Vegetated slopes are no steeper than 3 1
la-9 The inlets are located per the approved plans and do not cause short-circuiting of the system
/�� i� - 10 The permitted amounts of surface area and/or volume have been provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
j#1K13 All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated filter
N14 The overall dimensions of the system, as shown on the approved plans, are provided
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspector
111

State Stormwater Management Systems
Permit No SW8 990732 Modification
Brewster Place Phase II
Stormwater Permit No SW8 990732 Modification
New Hanover County
Designer's Certification
Pagel of 2
the State of North Carolina,having been authoras a duly to observe�(penodicastered hl � Slme) the construction m
the project, n of
ipho—SL
Paz-t�l. 'L
for Sq� -c)2L� O y 0, (Project Owner) hereby state that, to the best ofmy 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 2lo£ this form area part of this Certification
Noted deviations from approvedplans and specifications
K)0 S(@VLtf CC-LKf aQ fi' O s)
N Cn70',".
Se�
300G:�St[�uthcrGo•ES3l 9y
•° OP
u �tid4S, S{
.1 . I�,vd. .IS aSE At
i 20007 n
Signature01 M� %--
Registration Number ����tte•wbe wseeraaa�s,
Date 4 1 2( . Q Cp
SEAL ^
HANOVER DESIGN SERVICES
319 WALNUT STREET
WIL=GTON, NC 28401

State Stormwater Management Systems
Permit No SW8 990732 Modification
Certification Requirements
Page 2 of 2
V 1 The drainage area to the system contains approximately the permitted acreage
%Z2 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 drams to the system
t/ 4 The outletibypass structure elevations are per the approved plan
t'5 The outlet structure is located per the approved plans
b Trash rack is provided on the outletfbypass structure
All slopes are grassed with permanent vegetation
t/ 88 Vegetated slopes are no steeper than 3 1 -
✓ 99- The inlets are located per the approved plans and do not cause short-circuiting of the system
0 The permitted amounts of surface area and/or volume have been provided
11 - Required drawdown devices are correctly sized per the approved plans
�12 All required design depths are provided
✓l3 All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated filter
✓4 The overall dimensions of the system, as shown on the approved plans, are provided
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspector
W_
n

h
2003007335
FOR REGISTRATION REGISTER OF DEEDS
REBECCR T CHRISTIRN
2003HFEBV11 03D08Y38NPM
8K 3640 PG 562-565 FEE $20 00
1NSiR GI 12003007335
STATE OF NORTH CAROLINA SUPPLEMENTAL AND AMENDED
DECLARATION OF COVENANTS
COUNTY OF NEW HANOVER CONDITIONS AND RESTRICTIONS
OF BREWSTER PLACE, PHASE TWO
THIS SUPPLEMENTAL DECLARATION, made and entered into this 1146
day of February, 2003, by SATURN DEVELOPMENT CORP, a North Carolina
corporation, hereinafter referred to as "Declarant" or "Developer", and TFT & CO , INC
(the "Owner"),
W I T N E S S E T H
WHEREAS, Declarant has subjected Sections One, Two, Three and Four,
Brewster Place, as the same are shown on maps thereof recorded in Map Book 36,
Page 282, Map Book 37, Page 216, Map Book 38, Page 312, and Map Book 39, Page
348, in the office of the Register of Deeds of New Hanover County, North Carolina, to a
Declaration of Covenants, Conditions and Restrictions recorded in Book 2151, Page
348 of the New Hanover County Registry, as amended, and
WHEREAS, Declarant has added Phase Two, Sections One and Two, to
Brewster Place, the same being shown on a map thereof recorded in Map Book 41,
Page 230, and Map Book 42, Page 373 in the office of the Register of Deeds of New
Hanover County, and
WHEREAS, Declarant desires for Phase Two, Sections One and Two, Brewster
Place, to be subject to the Declaration, and
WHEREAS, Developer and Owner are the owners of all of the lots in Phase Two,
Sections One and Two, and desire to amend the Declaration to comply with the
conditions of the stormwater permit for Phase Two
NOW, THEREFORE, the Declarant hereby declares that all of the property within
Phase Two, Sections One and Two, Brewster Place, as described above, and all future
RETURNED TD

J
sections within Phase Two, shall be held, sold and conveyed subject to the Declaration,
as hereby amended, which Declaration shall run with the land and be binding on all
parties having any right, title or interest in the described property or any part thereof,
their heirs, successors or assigns, and shall inure to the benefit of each owner thereof
Article VI I, Section 1 of the Declaration is supplemented by adding the following
language
The stormwater requirements for Phase Two are as follows
a The following covenants are intended to ensure ongoing
compliance with State Stormwater Management Permit Number
SW8990732, as issued by the Division of Water Quality under NCAC
2H 1000
b The State of North Carolina is made a beneficiary of these
covenants to the extent necessary to maintain compliance with the
stormwater management permit
c These covenants are to run with the land and be binding on all
persons and parties claiming under them
d The covenants pertaining to stormwater may not be altered or
rescinded without the express written consent of the State of North
Carolina, Division of Water Quality
e Alteration of the drainage as shown on the approved plan may
not take place without the concurrence of the Division of Water Quality
f The maximum allowable built -upon area per lot is 4,000 square feet
This allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools
g All runoff from the built -upon areas on the lot must dram into the
permitted system This may be accomplished through providing roof dram gutters
which drain to 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

-3-
IN TESTIMONY WHEREOF, Declarant and Owner have caused this Instrument
to be signed in Its corporate name by Its president pursuant to authority of Declarant
and Owner's Board of Directors as of the day and year first above written
SATUEVEILOPMENT CORP
7 By (4,0, F / (L.b*k ,/
President
TFT & CO, INC
BY (Lu'rt �, lMti1 N/
President
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, SlkvWe-( Q1W' , a Notary Public, certify thatl—e f -F fi r
personally came before me this day and acknowledged that he is khe President of
SATURN DEVELOPMENT CORP, a corporation, and that he, as President, being
authorized to do so, executed the foregoing on behalf of said corporation
Witness my hand and seal, this the IVYM day of 44. 2003
My commission expires LD—S-0 -
(SEA a OFFICIAL SEAL
NOUN CAROLINA • NEW Jim R COUNTY
} SUMMER FULLER
NOTA
MY COMMISSION EXPIRESLle JUNE 3, 2001
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I,Sf1FVYyler �tLllcf a Notary Public, certify thatjAfjMc
personally came before me this day and acknowledged that he is thb President of
TFT & CO , INC., a corporation, and that he, as President, being authorized to do so,
executed the foregoing on behalf of said corporation
Witness my hand and seal, this the I I tl"lday of PA 2003
My commission expires SMAA+l t 0 0,-L
Notary Pubic
(SEAL) OFFICIAL SEAL
RORFN CAROLINA • NEW MNOYER COUNTY
SUMMER FULLER
NOTARY PUBLIC
MY COMMISSION EXPIRES JUNE S, 2007

REBECCA T CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
R*t##ifif llRRRRRRik*ffif RRRR**iflf}RIRRRRRRRR*itf#*f1f1R*RRR1Rt#itt#11111fRRRRRR###iiff RR***1ff RRf*RRtf*f}RRRRRR**1tf1fR
Filed For Registration 02/11/2003 03 08 38 PM
Book RE 3640 Page 562-565
Document No 2003007335
AMD DECL 4 PGS $20 00
Recorder MARVIS ANN STORER
State of North Carolina, County of New Hanover
The foregoing certificate of SUMMER FULLER Notary is certified to be correct This 11TH of February 2003
REBECCA T CHRISTIAN , REGISTER OF DEEDS
By �IW N ry WYl//'l
Deputy/AssfsWn-t Register of Deeds
R1fY****RRRRRRRRIR****}RtRR1f Y****RRRRRRffR1f11R*k*******#RR#RRR*fR***RRRR*#t1f}R**R***R#41R***##RR1fR****RR*##R**k**R##
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2003007335*
2003007335