SW8040723_HISTORICAL FILE_20040823

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �y 0-12'6
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200 f}O8 2 3
YYYYMMDD

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
O
August 23, 2004
Mr. Franklin Rodney Williams, Vice President
MRW Properties, Inc.
PO Box 1564
Wrightsville Beach, NC 28480
-Subject: Stormwater Permit No. SW8 040723
Southern Oaks @Bradley Creek
High Density Subdivision Project
New Hanover County
Dear Mr. Williams:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Southern Oaks @Bradley Creek on August 20, 2004. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 040723, dated August 23, 2004, for the
construction of the subject project.
This permit shall be effective from the date of issuance until August 23, 2014, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This requestmust be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, INC 27611-7447.. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\040723.aug04
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
City of Wilmington Development Services
Beth E. Wetherill, New Hanover County Engineering
L"inda'Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Semce1-877-623-6748 M
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.encstate.nc.us N���n Carolina
wra(!y
An Equal Opportunity/Affirms We Action Employer — 50% Recyded/10%Post Consumer Paper W

State Stormwater Management Systems
Permit No. SW8 040723
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Franklin Rodney Williams & MRW Properties, Inc.
Southern Oaks @Bradley Creek
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until August 23, 2014 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as. described on page 3 of this permit, the Project Data Sheet. The
subdivision is permitted for 24 lots, each allowed a maximum of 4,500 square
feet of built -upon area.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
2of9

State Stormwater Management Systems
Permit No. SW8 040723
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
8.13
Onsite, ftz:
354,165
Offsite, ftz:
0
b. Total Impervious Surfaces, ft2:
153,417
24 Lots at 4,500 ftz:
108,000
Roads/Parking, ftz:
34,792
Other, ftz:
10,625
Offsite, ftz:
0
C. Pond Depth, feet: 5.0
d. TSS removal efficiency: 90%
e. Design Storm: 1"
f. Permanent Pool Elevation, FMSL: 12.80
g. Permitted Surface Area @PP, ftz:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1
2.
12,050
14,499
13.9
1.5"0 pipe
41,915
8,523
1/6
Bradley Creek / Cape Fear
CPF24 18-87-24-4-(1)
"SC HQW #"
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval ',from the Division.
The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3of9

State Stormwater Management Systems
Permit No. SW8 040723
3. 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.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
7. The stormwater management system shall be constructed in it's entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
4 of 9

State Stormwater Management Systems
Permit No. SW8 040723
12. 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 040723, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is 4,500 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.
All runoff on the lot must drain into the permitted system. This may be
accomplished through a variety of means, including, installation of 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.
13. 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.
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/6
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required::
5 of 9

State Stormwater Management Systems
Permit No. SW8 040723
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at 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:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
18. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
t-
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance` conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
6 of 9

State Stormwater Management Systems
Permit No. SW8 040723
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 23rd day of August, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E`-actor �0 'L4
�( Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 040723
7 of 9

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
0 0
ov AL/¢aZ/3
LS O 07-023
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
MRW Properties, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
r z.,kl,rl Rodney Williams VICE R'6ic6l tal
3. Mailing Address for person listed in item 2 above:
City: Wrij4htsville Beach State:
Telephone Number: 910-279-6359
Zip: 28480
4. Project Name (subdivision, facility, or establishment name —should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Southern Oaks at Bradley Creek
5. Location of Project (street address):
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
From the intersection of NC 132 & US 76, travel north on NC 132 approx. 1 mile to Wrightsville Ave.
Travel east approx 2.5 miles to Hooker Road. Travel northwest approx 1500 If. Site is on south side.
7. Latitude : N 340 12' 00" Longitude: W 770 00' 00" of project
8. Contact person who can answer questions about the project:
Name: Michael Hoffer Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
I. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Pagel of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
stormwater will be treated by wet detention
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 8.12 acres
5. How many drainage basins does the project have? 1
4. Project Built Upon Area: 43.3 %.
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information_ .., ,. ., ;::
:;: ,. :,Drainage Basin ,I
Drainage Basin 2
Receiving Stream Name
Bradley Creek
Receiving Stream Class
SC HQW
Drainage Basin Area
8.12 ac
Existing Impervious * Area
-
Proposed Impervious * Area
3.52 ac
% Impervious* Area (total)
43.3%
Impervious * Surface -.Area.
- 'Drainage Basin I
Drainage Basin 2
On -site Buildings
108,000 sf
On -site Streets
34,792 sf
On -site Parking
-
On -site Sidewalks
10,625 sf
Other on -site
-
Off -site
Total:
E=153,417 sf
E_
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State.
2. No more than 4,500 square feet of arty lot shall be covered by structures of impervious nuueriaL.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior
to construction.
S. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
I . Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form W
• One copy of the applicable Supplement Form(s) for each BMP�
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: _A44
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone]
VIH. APPLICANT'S CERTIFICATION
Fax: [phone]
rrxWln
I, (print or type name ofperson listed in General Information, item 2) Rodney Williams
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: L! �dL(/ Date: 9
Form SWU-101 Version 3.99 Page of

Job No. 0405-4
Date: 8'--ep' 04
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmineton, NC 28401
Phone: [phone] • FAX: [phone]l
Email: [e-mail]
LETTER OF TRANSMITTAL
To:
Attention: LIKdA
Subject: S 0M+�Ne/n 04';'1L5' Af- QrAAeV CnGe%
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: (VTTACHED ( ) UNDER SEPARATE COVER
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( ther
Copies Item No Description
Ft..11 heed f-es4-,rtc_4;o^s
These are transmitted as checked below:
( ) For Approval ( ) For Your Use ( ) Sign & Return ( ) Review
Remarks:
CEIVED
AUG 2 0 2004Signed:
OA's ke �of�y

Southern Oaks @Bradley Creek
Subject: Southern Oaks @Bradley Creek
From: Linda Lewis <Linda. Lewi [e-mail]>
Date: Wed, 18 Aug 2004 12:22:03 -0400
To: Michael Hoffer <[e-mail]>
Mike:
Please submit a copy of the entire deed restriction document, as previously
requested.
If you only submit the page related to stormwater, Mr. Williams will need to sign,
date and notarize it. '
Linda
1 of 1 8/18/2004 12:22 PM

Aug 18 04 08:15a
Phillip Tripp
I
910-763-5631
job No. � 4=�
Date:
TRIPP ENGINEERING, P.C.
419 Chestnut Street, wilminaton. NC 28401
phone. [phone] • FA h [phone]
Email: trippeng@.ec.mcotn
LETTER OF TRANSMITTAL
.0.
attention. L� nCA
Subject:
_ FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( } ATTACHED, ( } UNDER SEPARATE COVER
9
1 (
( )Prints ( ) Tracings ),Copy of letter ( specifications L. 8ther
Co ies Item No. Descri tion
These are transmitted as checked below:
)For Approval ( )
For Your Use ( ) Sign & Return ( ) Review
Signed:

12:23p Phillip Tripp
910-763-5631
p.1
Hug 1.7 04
, . I
To:
Attention:
Subject:
Job No.
Date:
TRIPP ENGINEERING, P.C.
419 Chestnut Street, Wilmineton, NC 28401
Phone: [phone] • FAX: [phone] Raj --"T VED
Email: trippengCec.rr.com
AU" 17 2004
LETTER OF TRANSMITTAL BY:______..
NGDc=QZ
L i r jd La4':1 S
Soy..+lne.ti. 0e.." Ai" Braid f e y Cmg& k
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: (ATTACHED ( ) UNDER SEPARATE COVER
Prints ( ) Tracings ( ) Copy of letter { ) Specifications ( t rOther
Copies Item No Description
1 Dee,d t2es4,-i�lio�s
These are transmitted as checked below:
( ) For Approval ( ) For Your Use
Remarks:
cc:
( ) Sign & Return ( ) Review
�Wlike {-6�-EG tr _--
Signed:

Aug 1.7 04 12:23p
08/ 1i/2004 04:18
t
Phillip Tripp 910-763-5631 p.2
91025122203 A SOLANA PAGE 02102
:3ection 15. Limitations on Impervious Sur aces. the following
::ovenants are intended to ensure ongoing compliance with State
>tormwater Management Permit Number SW8040723, as issued by the
Division of water Quality under NCAC 2H.1000. The State of North
is made a beneficiary of these covenants to the extent necessary to
inaintain compliance with the stormwater maragemert permit. These
:ovenants are to run with the land and be binding on all persons
znd parties claiming under them. The covenants pertaining to
3tormwater may not be altered or rescinded without the express
written consent of the State o= North Carolina, Division of Water
�.Uality. Alteration of the drainage as shown on the approved plan
nay not take place without the concurrence.of the Division of Water
)uality. All lot are subject the State of North Carolina rules and
regulations concerning stormwater runoff as those rules and
regulations are amended from time to time. These ,regulations
currently provide that the maximum allowable built -upon area per
lot is 4,500 square feet. This all.otted.amount includes any buil.t-
upon area corst_ucted 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, and
coquina, but does not include raised, open wood decking, or the
water surface of swimming pools. Declarant reserves the right to
recalculate the maximum allowable built -upon area in accordance
with the stormwater runoff rules and regulations of the State of
North Carolina. All runoff from the -built-upon areas on the
jot 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 to collect lot runoff and. directing them to the stormwater
system or into the street. Lots Lhat will naturally drain into the
system are not required to provide these additional measures.
Drainage swales or drainage patterns used to treat stormwater
runoff as required by the rules and regulations of the State of.
North Carolina may not be filled i.n, piped or changed without the
consent of the Declarant, its designee, the Association, or the
state of North Carolina and shall be maintained as provided herein.
10

[Fwd: 040723 Southen Oaks @Bradley Creek]
1
Subject: [Fwd: 040723 Southen Oaks @Bradley Creek]
From: Linda Lewis <[e-mail]>
Date: Mon, 16 Aug 2004 08:59:39 -0400
To: Michael Hoffer <[e-mail]>
Deed Restriction Language Attachment
Subject: 040723 Southen Oaks @Bradley Creek
From: Linda Lewis <[e-mail]>
Date: Mon, 16 Aug 2004 08:58:19 -0400
To: Michael Hoffer <[e-mail]>
Michael:
The covenants provided on August 13, 2004, are incomplete. This is a high density
residential subdivision, so please add statement #2 listed under Section VII of the
attached document.
The last statement of the submitted restrictions includes language regarding curb
and gutter. This language should only be used for low density projects where the
proposed treatment is 5:1 curb outlet swales. This project does not meet either of
those conditions, therefore, please delete this language.
You were supposed to add language regarding the fill requirements for Lots 10-15. I
do not see where this language has been incorporated.
Please submit a copy of the entire proposed covenants, not just the pages related
to stormwater. .
Linda
DEEDREST.FOR.doc Content -Type: application/msword
Content -Encoding: base64
040723 Southen Oaks @Bradley Creek Content -Type: message/rfc822,
Content -Encoding: 7bit
1 of 1 8/16/2004 9:01 AM�

040723 Southern Oaks @Bradley Creek
Subject: 040723 Southern Oaks @Bradley Creek
From: Linda Lewis'<[e-mail]>
Date: Fri, 13 Aug 2004 17:51:20 -0400
To: Michael Hoffer <[e-mail]>
Michael:
Please provide.a revised page 1 of the supplement to reflect the most recent pond
calculations.
I am unable to issue the permit until appropriately worded deed restrictions are
submitted.
Linda
I
I of 1 8/13/2004 5:51 PM

Aug :13 04 04:33p Phillip Tripp
Elk] e2004 00: 25 91025122293
A SULANA
910-763-5631
p.
2
rAA3t 0i/UZ
ALAN M. 50LANA
Attorney at Law
213 North Second 5treet
Wilmington; NC 26401
Telephone [phone]
Fax [phone]
PATE: _8113104 TIME: 4.15 P.M.
.0! Tripp Ear g_nerrin�Mike
PAX: 763-5631
:ROM: Alan M 5 lama Esquire
iE: Sauthern Oaks Subdivision
rotal Pages (Including Transmission Sheet): 2
f you do not receive the total number•of pages indicated, please call us as soon as poselble at
�910) 251-22.73,
THE INFORMATION CONTAINED IN; THI5 FACSIMILE MESSAGE 15 ATTORNEYICLIENT
PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE
INDIVIDUAL OR ENTITY NAMED ABOVE, IF THE READER OF THIS ME55AGE 15 NOT THE
INTENDED RECIPIENT, OR THE EMPLOYEE OR AGENT RE5PON5113LE TO DELIVER IT TO THE
INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY 0155EMINATION. 015TRI13UTIO14
OR COPYING OF THI5 COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAYS RECEIVED
THI5 COMMUNICATION IN ERROR, PLEASE IMMEDIATELY NOTIFY E SENDER BY TELEPHONE,
AND RETURN THE ORIGINAL ME55AGE TO SENDER AT THE ABOVE ADDRESS VIA U.5.
P05TAL SERVICE. THANK YOU.
( ) Per Your Request (XX) For Your Review
( XX ) For Your Approval ( ) For Your File
( ) For Your Necessary Action (XX) For Your Information
REMARKS: Fmclo6eA please find a draft covenants regarding Limitations on Impervious
Surfaces for your review and approval If you have any 61ue9tiano or desire chanaes reaar ina
*his matt please do not hes sate to call

Aug �13 04 04:34p Phillip Tripp
087I ✓2004 04:25 91025122203
A SOLANA
910-763-5631
p.3
PAGE 02/02
ecrion 15. iim'tat'ons Tmoervious Surfaces. The following
:ovenants are intended to ensure ongoing compliance with State
3Lormwater Management Permit ?number SW8040723, as issued by the
Division of Water Quality under NCAC 2H.1000. The State of. North
.Ls made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit. These
.ovenants are to run with'the land and be binding on a1:4 persons
Dnd parties claiming under them. 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. Alteration of he drainage as shown on the approved plan
may not take place without the concurrence of the Division of Water
Quality. All lot are subject the State of North Carolina rules and
regulations concerning stormwater runoff as those rules and
regulations are amended from time to time. These regulations
currently provide that the maximum.. allowable bui.7.t-upon area per
lct is 4,500 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. Bui,1t-upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, and
coquina, but does not include raised, open wood decking, or the
water surface of swimming pools. Declarant reserves the right to
recalculate the maximum allowable built -upon area in accordance
with the stormwater runoff rules and regulations of the State of
North Carolina. Drainage swales or drainage patterns used to treat
stormwater runoff as required by the rules and regulations of the
State of North Carolina may not be filled in, piped or changed
without the consent of the Declarant, its designee, the
Association, or the State of North Carolina and shall be maintained
as pl:ovided herein. For curb and gutter projects, no one may pipe,
fill in, or alter any lot line swale used to meed North Carolina
Stormwater Management Permit requirements.
u

Aug 13 04 04:33p
c
To:
Attention:
Subject:
Phillip Tripp 910-763-5631.
i
Job I
Date
o
TRIPP ENGINEERING, P.C.
NC 28401
A. �0
19 Chestnut Street, Wilmington,
Phone: [phone] • FAX: [phone]
Email: trippena alec.tr.com
LETTER OF TRANSMITTAL
NL�r✓N1Z
LlNOA l_EwtS n
5 o�n'i�er.1 Oo.l4;S Qt- ,S fb,..ei (ey
OVER
COVER
ecifications
( )
S Review n ( ) 1w
f �i"�1/�Cll
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES C
I am sending you: ( ) ATTACHED ( ) UNDER SEPARATE
0405:-
-a-o4
Cre e k
( ) Prints ( ) Tracings ( ) Copy of letter ( ) Sp Other
Conies Item No. Description
1 Dee.�1 (Zes�riction
These are transmitted as checked below:
( ) For Approval ( ) For Your Use ( ) Sign & Retur
Remarks: ' ✓\e St Arm 1 re Jiee4 W%S
cc:
Signed:

TRIPP ENGINEERING, P.C.
4l9 Chesuiut Street
Wilmington, North C:uolina 28401
Phone. [phone] • FAX: [phone]
August 11, 2004
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Southern Oaks at Bradley Creek
Project No. SW8 040723
TE 04057
Dear Linda:
FRECEIVED
AUG 1 3 2004
BY:
In response to your correspondence dated August 5, 2004, we offer the following:
1. The owner will add fill requirements for these lots. We propose to lower the
street elevation at the cul-de-sac to reduce the burden on the future owner.
2. Deed restrictions will be forwarded by the owner.
3. We propose a drainage swale along the northern edge of the development to
pick up off -site runoff. We calculate a 2.5 acre drainage area, which is a
conservative estimate. It is our opinion that the Kensington subdivision drains
to Hooker Road. Please reference the attached contour map.
4. A note has been added stating that no wetlands exist on site.
5. Documentation is provided to assure you that Mr. Williams is vice-president
of MRW Properties, Inc.
Please note that the dimensions of the retention pond have been altered to
accommodate City stormwater standards. I have enclosed updated pond calculations.
Please review for approval and contact us with any questions or comments. Thank you.
Sincerely,
Tripp Engineering, P.C.
M. ��
Michael Hoffer
u :. ,rA7
Enc.

�y 08/29/04 15:08 FAX [phone] COLDR'ELL BANKER SEACOAST
10002
MJNUTES OF
RECEIVED
THE ACTS AND RESOLUTIONS OF THE AUG 13 1004
1 BOARD OF DIRECTORS OF
MRW PROPERTIES, INC. DWQ
TAKEN BY UNANIMOUS WRITTEN CONSENT PROJ # -�
June 17, 2004
Pursuant to N.C_G.S. § 55-8-21, the following acts and resolutions of the Board of Directors
of MRW PROPERTIES, INC- (the "Corporation") are taken by the unanimous written consent of
the initial directors without a meeting or notice thereof.
The following resolutions are hereby unanimously adopted and the following actions are
approved:
(1) RESOLVED, that the Articles of Incorporation filed with the Secretary of State of
North Carolina on June 11, 2004 and submitted to this Board be and the same are
hereby adopted as the charter of this Corporation, and that the Secretary, when
elected, is hereby instructed to cause the same to be inserted in the Corporation's
minute book and remain a permanent record of the Corporation.
(2) RESOLVED, that the Bylaws submitted to this Board and the form of the corporate
seal described therein, be and the same hereby adopted as the Bylaws and seal of this
Corporation, and the Secretary, when elected, is hereby instructed to cause the
Bylaws to be inserted in the Corporation's minute book immediately following a
copy of the Articles of Incorporation.
(3) RESOLVED, that the specimen form of certificate submitted to the Board be and the
same hereby is, approved and adopted as the certificate to represent the common
shares of this Corporation and that the specimen certificate so submitted be attached
to these minutes.
(4) RESOLVED, that the following persons are elected to serve the Corporation in the
offices opposite their names:
Michael J. Rokoski, President
Franklin R. Williams, Vice President
Michael J. Rokoski, Treasurer
Franklin R. Williams, Secretary
(5) RESOLVED, that any salary payments made to an officer of the Corporation that
should be disallowed in whole or in part as a deductible expense for federal income
tax purposes shall be reimbursed by such officer to the Corporation to the full extent

08/119/04 15:08 FAX [phone] _COLDWELL BANKER SEACOAST (0003
of the disallowance. It shall be the duty of the Board of Directors to enforce
reimbursement of each such amount disallowed.
(6) RESOLVED, that the Treasurer be and he hereby is authorized to pay all fees and
expenses incidental to and necessary to the organization of the Corporation.
(7) RESOLVED, in accordance with the provisions of Internal Revenue Code Section
248, and the regulations issued thereunder, the Corporation shall twat its
organization expenses as deferred expenses and deduct such expenses ratably over
a period of 60 months beginning with June 2004, the month in which the
corporation began business.
(8) RESOLVED, that the Board of Directors shall select and designate a North Carolina
Banking Corporation to be the depository of the corporation.
(9) RESOLVED, that Alan M. Solana, Esquire, of 213 North Second Street,
Wilmington, North Carolina 28401 is appointed as the Corporation's general
counsel.
(10) RESOLVED, that the Corporation be organized and managed so that it is a "Small
Business Corporation" as defined in Internal Revenue Code § 1244 (c)(1) in order
that the shares issued by die Corporation be recognized as "Section 1244 stock", as
defined in that Section.
(11) RESOLVED, that the proper officers of the Corporation an authorized to sell and
issue common shares in an aggregate amount of money and other property (as a
contribution to capital and as paid in surplus), which together with the aggregate
amount of common shares outstanding as the time of issuance, does not exceed
100,000.
(12) RESOLVED, that the proper officers of the Corporation are directed to maintain
such accounring records as are necessary so that any shareholder that experiences a
loss on the transfer of common shares of the Corporation may determine whether he
qualifies for "ordinary loss" deduction treatment on his personal income tax return.
(13) RESOLVED, that the written subscriptions of Michael J. Rokoski and Franklin
R. Williams pertaining to the issuance of shares by the corporation, copies are
attached to these minutes, be and the same are in all respects, approved for and on
behalf of the Corporation.
(14) RESOLVED, that the Corporation, through its President and Secretary, issue and
deliver to the shareholders listed below certificate representing the number of shares
subscribed to each shareholder and that the receipt of the consideration therefor is
hereby acknowledged.

08/Q9/04 15:08 FAX [phone] _ cOLDWELL BANKER SEACOAST
®004
Shareholde
Michael J. Rokoski
Franklin R. Williams
No. of Shares
I11
Ill
Consideration
$1.00 per share
$1.00 per share
(15) RESOLVED, that the shares so issued shall be fully paid and non -assessable, and
that the shares so issued shall be fully paid and non -assessable, and that the value
of the aforesaid consideration and the stated capital with respect to such shares shall
be as set forth above.
(16) RESOLVED. that the officers of the Corporation be, and they hereby are,
authorized, empowered and directed to take any and all steps, and to execute and
deliver any and all steps, and to execute and deliver any and all instruments, in
connection with consurnmating the transactions contemplated by the aforesaid
subscriptions and in connection with carrying the foregoing resolutions into effect.
(17) RESOLVED, that December 31 is adopted as the fiscal year end for the Corporation.
IN WITNESS WHEREOF, the undersigned persons, being the directors of MRW
PROPERTIES INC. approve the foregoing acts and resolutions, effective June 17, 2004, by
unanimous written consent, witiagA a meeting or notice thereof.
aA;�WSEAL)
Michael J. Rct

8/12/2004
MBH
Southern Pines at Bradley Creek
Stormwater Calculations
04057
Total Drainage Area
s . ft
acres
354,165
8.13
Impervious Area
Land Use
sq ft.
acres
built -on 4,500sf per lot)
10)8,000
2.48
road
34,792
0 80
sidewalk
10,625
0.24
Total
153,417
3.52
Stormwater Calculations'
Time of Concentration
Hydraulic Length (L) = 350 ft.
hange in Height (H) = 2 ft.
Tc = (L' /H) J8e 1128
= 5 19 min.
Flow for 10 year, 6 hour Storm (Q,q)
QPRE _ (CPRE) x (6) x (Area)
= 12.81 cfs
QPgsT = (CPosT) x (110) x (Area)
28.68 cfs
Detention Pond Design
Pond Size
Elevation
ft.)
Surface Area
(sq ft )
Normal Pool
12.80
12,050
Flood Pool
13.90
14,312
Top of Bank
1680
20,933
Bottom of Pool
7.80
4,716
Total Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) / 21
x (F.P elev. - N.P elev )
14,499 cu.ft.
% impervious = 0 433
= 43.3%
say 44 0%
CPRE = 025
CPosT = (% imp.)(.95)+(1% imp )( 25)
0.56
110 = 6.30 in/hr
150 = 7 79 in/hr
Flow for 50 year, 6 hour Storm (Qso)
QPRE _ (CPRE) x (110) x (Area)
= 15 83 cfs
QPosT = (CPosT) x (6) x (Area)
35 47 cfs
State Surface Area Requirement at normal pool
Pond side slopes = 3 1
Depth below N P. = 5 ft
SAIDA = 0.0308
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter)
Required SA = (SAIDA) x (Total Drainage Area)
10,908 sq ft.
State
Rv = .05+.009(Percent Impervious)
0 4398615 in/in
AR�Z,6r/,;,(Design Ralnfall)(Rv)(Drainage Area)
Ilk —% 12,982 cu ft
ECEIVED "SEALy.
a o? SEAL
.a'•, 17374 Q 5
AUG 13 2004 I
�� ���•.!YGNE.Q
nw@ EG�Pyv���`���
PROJ # ! w BOgQiZ 3 n
04057-Pond 1 of 2

8/12/2004
MBH
Southern Pines at Bradley Creek
Stormwater Calculations
04057
Pond Volume: 4
Bottom SA = 4,716 sq. ft
Normal Pool SA = 12,050 sq ft.
Vol = [(N P SA + Bottom SA) / 2] x (N P. el. - Bottom el.
= 41,915 cu ft.
Forebav'
Required Volume
Vol. = 20% of storage volume
= 8,383 cu. ft
Provided Volume
Bottom SA = 1,868 sq. ft.
Normal Pool SA = 3,814 sq ft
Vol = [(N P SA + Bottom SA) / 21 x (N.P. el. - Bottom el
= 8,523 cu. ft.
depth = 3 ft.
Outlet Structure Design.
Flow for 2-day drawdown
for 1st 1" of stormwater,
Q = Required Vol / 172,800 sec (2-days)
= 0.075 cfs
i Area or ripe Tor t-oay arawaown
= Q/ [Cd x SQRT(2 x g x h)]
Cd= 06
9 = 32.2 ft./sz
h = (F P. elev.- N.P elev ) /2
0.55 ft.
A = 0.0210 sq, ft.
Diameter of Pioe for 2-dav drawdown
DIA. = SQRT[(A x 4) / pi]
= 0.1637 ft
= 1 96 in
Use 1 5" orifice
Outlet Structure Check.
Using a 4' x 4' Basin,
Perimeter L = 16 ft
Q = CIA
C = (% imp.)( 95) + (1% imp.)( 25)
= 0.56
1 = 6.30 in. for a 10 yr Storm
A = 8 13 Acres
2868 cfs
Flow for 5-day drawdown.
for 1st 1" of stormwater,
Q = Required Vol /432,000 sec (5-days)
= 0 030 cfs
Ito r led ui ripe wi a-udy wdwuuwn
A= Q/ [Cd x SQRT(2 x g x h)]
Cd= 06
g = 32 2 ft./s2
h = (F.P. elev - N P elev) / 2
0.55 ft
Diameter of Pipe for 5-day drawdown'
DIA = SQRT[(A x 4) / pi]
= 0 1035 ft.
= 1 24 in.
Q= CWxLxH
H = [Q / (Cw x L)]2r3
Cw = 3
071 ft
Peak elevation = flood pool elevation + H
= 14.61 ft
04057-Pond 2 of 2

a
* * * COMMUNICATION RESULT REPORT ( AUG. 5.2004 12:00PM ) * * *
P. 1
FILE MODE
927 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
----
--- -------------------------------�----------
97635631 KP. lit
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
A
NCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Govemor William Ross, Secretary
Alan W. Klimek, P. P.E„ Director
FAX COVER SHEET OuNo,
Date: August 5, 2004 of Pages: 1To: Michael Hoffer From: Linda Lewis
Company: Tripp Engineering Water # Quality
0. Section
cti n - Stormwater
FAX #: 763,5631
Phone # [phone]
DWQ: Stormwater Project Number: SW8 040723
Project Name: Southern Oaks @Bradley Creek
MESSAGE:
Michael:
The Division received an Express Stormwater Permit application on July 28, 2004, with a scheduled
review date of August 5, 2004. The application is incomplete. Please provide the following
information prior to August 12, 2004, to continue the review of this application;
1. The collection of runoff from the impervious areas on lots 10-15 will be extremely difficult
due to the steep grade on those lots. Will the owner be willing to add fill requirements for
those lots to ensure that all of the BUA on those lots will be at an elevation sufficient to
allow it to flow into the street collection system? I am becoming very wary of placing

NCDENR
North, Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
FAX COVER SHEET
Date: August 5, 2004 No. of Pages: 1
To: Michael Hoffer From: Linda Lewis
Company: Tripp Engineering Water Quality Section
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040723
Project Name: Southern Oaks @Bradley Creek
MESSAGE:
Michael:
- Stormwater
The Division received an Express Stormwater Permit application on July 28, 2004, with a scheduled
review date of August 5, 2004. The application is incomplete. Please provide the following
information prior to August 12, 2004, to continue the review of this application:
The collection of runoff from the impervious areas on lots 10-15 will be extremely difficult
due to the steep grade on those lots. Will the owner be willing to add fill requirements for
those lots to ensure that all of the BUA on those lots will be at an elevation sufficient to
allow it to flow into the street collection system? I am becoming very wary of placing
such restrictions on lots which causes a burden on the future homeowner.
2. Please provide a copy of the proposed deed restrictions which include the language for
a high density subdivision.
3. The contours suggest that there will be offsite drainage from both the adjacent Timberlyn
Village MHP and Kensington Subdivision, entering the pond. There are no provisions
shown on the plans to divert that runoff around the pond, and it has not been accounted
for in the pond's design.
4. Please either delineate the wetlands on the plans or note on the plans that none exist.
5. Please provide documentation of Mr. Williams' status as Vice President of MRW
Properties, Inc.
RSS\arl: S:\WQS\STORMWATWDDINFO\2004\040723.aug04
Wilmington Regional Office '� one
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarolina
Phone: [phone] / FAX [phone] / Internet: h2o.enr.slate.nc.us
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Corporation Names
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NC MRW Properties, Inc. Legal
Business Corporation Information
SOSID:
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Status:
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Citizenship:
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Duration:
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Agent Name: Rokoski, Michael J
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TN

TRIPP ENGINEERING, P.C.
419 Chesuwt Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX [phone]
July 28, 2004
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Southern Oaks at Bradley Creek
New Hanover County, NC
TE 04057
Dear Linda:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) wet detention basin supplement, two
(2) sets of calculations and one check for the fast track application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Michael Hoffer
MBH:dcb
Enc.
JUL 2 9 ?004
Ulu �3

Jul 26 04 12:04p
w
Phillip Tripp
910-763-5631
p.1
July 23, 2004
TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone_ [phone] •::,17t1N: (910) ; 63-5631
NCDENR `l
Division Water Quality V
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Cameron Weaver
Re: Southern Oaks at Bradley Creek
Wilmington, NC
TE 04057
Dear Mr. Weaver:
We are requesting the above referenced project be scheduled for the express
review process (stormwater). Southern Oaks at Bradley Creek is a 24 lot subdivision
designed as high density with a wet detention basin for treatment. The Developer is:
MRW Properties, htc.
P.O. Box 1564
Wrightsville Beach, NC 28480
Rodney Williams, Vice President
Phone: [phone]
Our application package is ready for submittal. Please inform us of the time
which fits into the schedule. Thank you. ,
Sincerely,
Tripp Engineering, P.C.
Della Baird

Jul 26 04 12:04p Phillip Tripp 910-763-5631 p.2
i
- - sou+hern ()aks a4 I"3ra la C,re
lVicinity Map I
Not to Scale

June 25, 2003
Stormwater Narrative
Southern Oaks at Bradley Creek
Wilmington, NC
TE 04057
Southern Oaks at Bradley Creek is an 8.13-acre existing vacant tract proposed for a 24-
lot residential subdivision. Impervious area for each lot is allocated at 4,500 sf, creating
a total lot impervious area of 108,000 sf. This drainage basin will contain 34,792 sf of
asphalt and 10,625 sf of sidewalk for a total impervious area of 153,417 sf. The total
percent impervious is 43.3%.
The subdivision will be designed as high density and treated by wet detention. The
detention pond will be designed to meet the State's F and the City's 10-year pre -post
requirement. Outflow from the pond drains to Bradley Creek, classification SC-HQW.
RECEIVED
JUL 2 9 2004
G DWQ�/
PROJ#-sL: �CJ`tCl�Z