SW8011025_HISTORICAL FILE_20150210

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWJD14"Z,�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
(0
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

AP'YLIO,"�Alr:WA
WDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 10, 2015
Mark A. Saunders
Rivers Edge Golf Club and Plantation, LLC
131 Ocean Boulevard West
Holden Beach, NC 28462
Subject: Permit Extension, Session Laws 2009-406'and 2010-177
Stormwater Management Permit #SW8 011025
High Density - Rivers Edge POA Facility
Brunswick County
Dear Mr, Saunders:
Donald van der Vaart
Secretary
Effective August 1, 2013 the State Stormwater program was transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any stormwater permit that was set to expire during this time frame to three (3) years from its
current expiration date. On August 2, 2010, the Governor signed Session Law 2010-177 which granted an extra
year for a total of up to four (4) years extension.
Accordingly, State Stormwater Management Permit # SW8 011025, which already expired on January 10, 2013,
is now in effect until January 10, 2017, which includes all available extensions. Please submit the renewal
application and fee at least 180 days prior to the new expiration date. A copy of the Renewal Application can be
obtained from the following website: http://portal.ncdenr.oj-z(web/h•/state-stonnwatei-
If you have any questions, please contact the Division of Energy, Mineral and Land Resources in the Wilmington
Regional Office at 910-796-7215.
Sincerely,
Georgette Scott
Stormwater Supervisor
- Division of Energy, Mineral and.Land Resources
GDSlsgp G:IWQ1SharedlStormwaterl Permits & Projects\ 200A 01102512015 02 permit extension 011025
cc: Wayne Campbell, Rivers Edge POA Representative
377 Laurel Valley Drive, Shallotte, NC 28470
Noelle Lutheran, Owner's Representative
WiRO Stormwater File.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION L
TIME/DATE I`c� (n �I` 00 a
NAME
REPRESENTING
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1, Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:40am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is 2.5 cents for ALL copies if you make more than 25 copies. There is no
charge for 25 or less copies. Payment may be made by check, money order, or cash at the
reception desk. Copies can also be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUNT) THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up.to $500.00. No briefcases, large totes, etc. are
permitted in the file review area,
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
3.
4.
S e and ame of Firm/Business Date Time In Thne Out
Please attach a business card to this form
COPIES MADE PAID i� INVOICE

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION ��n(a
TIME/DATE �`a f 1`3 I 0 a1
NAME sSoKin 0
REPRESENTING D
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is 2.5 cents for ALL copies if you make more than 25 copies. There is no
charge for 25 or less copies. Payment may be made by checktmoney order, or cash at the
reception desk. Comes can also he invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Piles may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases. large totes, etc, are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
2.
4.
5.
1�-14
/.3 /4: as Aol �.�.•� al,
ure and fhame 'Fof Firm/Business Date Time In Time Out
Please attach a business card to this form
COPIES MADE_ PAID INVOICE

State Stormwater Management Systems
Permit No. SW8 011025 Modification
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
Rivers Edge Golf Club and Plantation
Rivers Edge POA Facility
Brunswick 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 January 10, 2013, and shall be
subject to the following specified conditions and limitations:
1. 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 100,238 square feet of impervious area. This
pond must be operated with a vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to n/a.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

S . f
State Stormwater Management Systems
Permit No. SW8 011025 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin:
Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
Total Impervious Surfaces, ft2:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, ft3:
Rivers Edge POA Facility
SW8 011025 Modification
Brunswick County
Mr. Mark Saunders, President
Rivers Edge Golf Club and Plantation
2000 Arnold Palmer Drive
Shallotte, NC 28459
October 22, 2002
Lumber / Shallotte River
LBR59 15-25-2-(1)
"C Sw HQW"
3.16
3.16
0
100,238
6'
90% (no filter is required)
31.77
6,865 @Permanent Pool
8,122
32.86
1.5"co pipe (drawdown in 2-5 days)
2,516
3

State Stormwater Management Systems
Permit No. SW8 011025 Modification
II. SCHEDULE OF COMPLIANCE
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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. 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:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. 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.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this perniit, the approved plans and specifications, and other supporting data.
7. 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.
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.
9. 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 any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale 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.
4

State Stormwater Management Systems
Permit No. SW$ 011025 Modification
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. 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.
12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ
and provide the name, mailing address and phone number of the purchaser or leasee. An
access/maintenance easement to the stormwater facilities shall be granted in favor of the
permittee if access to the stormwater facilities will be restricted by the sale or lease of any
portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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 permittec shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit transfer request
must be submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Penmittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. 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.
5. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
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.

State Stormwater Management Systems
Permit No. SW8 011025 Modification
Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual,
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 10th day of January, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C-tom A -A n & n �y .271
Alan W. Klimek, P.E.,-Director
1-1DA Division of Water Quality
By Authority of the Environmental Management Commission
I

1. A: .n
.::::-,.OFFICE- USE ONLY::.",. -
Date Received
Fee Paid
Permit Number
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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
River.9 Edge _Golf Club and Plant ition
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Mark Saunders . .gyp G-,, n c k i —
3. Mailing Address for person listed in item 2 above:
2000 Arnold Palmer Drive y a
City: Shallotte State: N-C, Zip: G - 1
Telephone Number:
- 4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
divers age P(1A F'acil i i- _ -- - -
5. Location of Project (street address):
City:_ShalTotte _ _.. _-County: B�. Mgwick
6. Directions to project (from nearest major intersection):
7. Latitude:- 7R° 221 54" - Longitude: 320 55 1 4 " of project
8. Contact person who can answer questions about the project:
Name:_-Davd__A. Hollis Telephone Number:
II. PERMIT INFORMATION:
1. Specify whether project is (check one): XX New Renewal Modification
Form S W U- 10 [ Version 3.99 Page 1 of 4

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):
.'i Low Density _XX High Density Redevelop General Permit Other
:• 4. Additional Project Requirements (check applicable blanks):
_CAMA Major 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.
2. Stormwater runoff from this project drains to the Taymyr^ _ River basin.
3. Total Project Area: 3.24 _,. acres 4. Project Built Upon Area: 42.9 %
5. How many drainage areas does the project have?__ _7_
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.:
;r Dgraina e Area l
:.
:.:::Drainage Area 2..
Receiving Stream Name
qhR11c),tt'P River
Receiving Stream Class
SW_C
Drainage Area
Existing Impervious` Area
None
Proposed Impervious*Area
A
% Impervious' Area (total)
`Impervious` Surface Area :;
Drainage.Area 1
Draihage Area 2„
On -site Buildings
Or: -site Streets
On -site Parking
lfl.Fi.
On -site Sidewalks
4802.67 SF
Other on -site p I DeckTennis
Courtl 22563.82 SF
Off -site
Tot31_­60497.49 SF = 1
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Fogn ��JU41 )1^ yaf"gq'99 Page 2 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• 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:
Development/Project name
- Engineer and firm
-Legend -
North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed 'contours, spot elevations, finished Boor 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): E.,3Gt Cna•5} Engi_nQQr,;L;1g Cm ; Ply
Mailing Address:Pn- nfficp,�X 246? --
City: State: •r•_ - - - Zip=.--2BA59 - --
' MI
VIII. APPLICANT'S CERTIFICATION
I, (paint or type name of person listed in, General Information. item 2) Mark SajMderZi
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 r d th t the proposed project comilj�r 'ith the requirements of 15A
NCAC 2H .1000. recoa+'`' CWN. i• l
07
�Q�Flara•�,t'•ff� U/
u,
ups •.E
FormSWU-t01 Version3.99 Paee4of4

7. How was the off -site impervious area listed above
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.
Z. No more than square feet of any lot shall be covered by structures or impervious materials.
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 storm water management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the storm water control system shall be performed in a manner that maintains the intebcTity
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
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

East Coast
Engineering Company, P.A. 4918 Main street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910,754,8029 �? Shallotte, NC 28459
October 18, 2002
Ms. Linda Levis
Division of Water Quaiit5
NC Department of Natural Resources
127 Cardinal Drivc Extension
Wilmington, North Carolina 28 t05-3845
Subject: Stormwmer Project No. SW8 011025
Rivers Edge 110r1 Center
Brunswick Counnr
Dear Ms. Lewis-
RzCElVED
OCT ?2Boa
PRE O DWQ
Enclosed is a submittal package for Rivers Edge Property Owner's Amenity Center (POA), Shallotte, NC
located on Copas Road (SR 1 191) which has been designed as a High -density stornlwater project. The project
was previously permitted under SW8 011025. This is a modification to the project. The site has moved to
encompass a portion of an adjacent parcel. This site is a portion of the Rivers Edge Project.
For your ease of reference, the following presents the various components of the enclosed submittal package:
1. One original and one copy of the "Storimvater Management Permit Application Form".
2. One original and one copy of the "Wet Detention Basin Supplement Form" to the Stormwater
Plan,
3. Two sets of plans, sheets l through 5.
4. Two sets of hydrologic and hydraulic calculations.
5. A check in the amount of $420 to cover the required modification/application fee.
If you have any question or require any additional information; please do not hesitate to contact our office.
Sincerely,
David A. Hollis, EiT
Project Manager
Enclosures
Copy: Mr. Mark Satmdel-S, Rivers Edge Go]I'Club and Plantation
File: 1500-10 (Rivers Edge POA — Shallotte. NC)

East Coast
Engineering Company, P.A.
Fax: [phone] Consulting Engineers
Office: 910.754.8029
May 13, 2002
Ms. Linda Lewis
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3815
Subject: Stormvater Project No. SW8 011025
Rivers Edge POA Center
Brunswick County
Dear Ms. Lewis:
4918 Main Street
Post Off ice Box 2469
Shallotte, NC 28459
MAY 14 2002
We have modified the design plans for the Rivers Edge POA project per your request on May 10, 2002. The
nearest major intersection is clariFied on the vicinity map. The calculation for the basin volume provided is
added to the stormwater calculation sheets for basins 1 & 2. The vegetated filter has been labeled on grading
design plan sheet (Sheet 1). A detail for the vegetated filter is shown on the design detail slicet (Sheet 6)
previously submitted. Please replace the design sheets and calculations eticlosed with those in the previous
submittal.
If you have questions, please contact our office.
Sincerely, r
- � i:: � -�, 4 */
David A. Hollis, 1-1"1'
Enclosure: Design Sheets 1 & 4
Calculations for Basin 1 & 2
Copy: File: 1500-10 (Rivers Edge POA — Shallotte, NQ

P. 1
f�
FILE HODE
-47'--wMEMORY TX
OPTION
COMMUNICATION RESULT REPORT ( MAY.10.2002
PEASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-S) N(:i ANSWER
Date, May 10, 2002
T0: Mr. David A. Hollis
Company: East Coast Engineering
FAX #: [phone]
ADDRESS (GROUP)
--- 9-910 7 548049
4:SSPM )
TTI
RESULT
•----------OK
-
f
NCDENR WIP,O
PAGE
---------------
P. 1ii
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. I=asley, Governor
William G, Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
DWQ Stormwater Project Number: SW8 011025
Project Name: River's Edge POA Clubhouse
TMESSAGE:
Dear Mr. Hollis.,
Gregory J. Thorpe, Ph.D„ Acting Director
Division of Water Quality
Wllmington Regional Office
No. of rages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
The Division received the previously requested information regarding this stormwater permit application
on March 18, 2002, and March 25, 2002. A re�riew of that information was conducted today and the following items

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
.0900- Y
FAX COVER SHEET
Date: May 10, 2002
To: , Mr. David A. Hollis
Company: East Coast Engineering
FAX #: [phone]
DWQ Stormwater Project Number: SW8 011025
Project Name: River's Edge POA Clubhouse
MESSAGE:
Dear Mr. Hollis:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
The Division received the previously requested information regarding this stormwater permit application
on March 18, 2002, and March 25, 2002. A review of that information was conducted today and the following items
have not been addressed:
Please add the nearest intersection of two major roads to the vicinity map. A major road is any 1, 2
or 3 digit NC, US or interstate highway. Is Village Road also NC 179?
2. The calculations still do not show how the provided volume was calculated for Basins 1 and 2.
Immediately after the "Volume Required" calculation, you show an "Area Provided" and a "Depth
Provided", but no: "Volume Provided". Is the area provided at the bottom or an average? Please be
specific.
Please label and detail the 50' vegetated filters for Basins 1 and 2. Basins 3 & 4 are not required to
have the filters since they are designed to store and infiltrate more than the V design storm.
S:1WQSlSTORMWA'I'IADDINF0120021011025.MAY
ASif
A-DENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

aH a
Pax: 910.754,8049
Office: 910.754.8029
i`,larch 15, 2002
Ms. Linda Lewis
East Coast
Engineering Company, P.A.
Consulting Engineers
Division of Water Quality
NC Department of Environment and Natural Resources
l27 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Project No. SW8 011025
Rivers Ldgc POA Center
Brunswick County.
Dear Ms. Lewis:
4918 Main Street
Post Office Box 2469
Sliallotte, NC 28459
RECEIVED
MAR 18 2002
DW
PROJ # F 0 IU ZS
The Following comments are the response to the "Request for Additional Information" dated)anuary 14,
2002.
1. "Please complete one column on the application for each proposed infiltration basin."
'this information was included in the calculations. However, attached is a supplement Summary
sheet that shows the information for the four (4) drainage areas.
2. "Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none
exist."
A note is added to sheets 2 & 3 stating that "NO WETLANDS EXIST ON THIS SITE".
3. "Basins 3 and 4 Hurst either provide a bypass for the excess design storm, or be designed to store the
runoff from the 2.5" rain event. This minimum has been determined on a case -by -case basis, and is
based on the distance of the project to the receiving stream, the soils hydrology, and the water table
depth. 13ccause this minimum is determined on a case -by -case basis, it may not be used for future
projects."
On February 26, 2002, I faxed a request for clarification on this issue. As of this date, our office has
not received a response. `thus, this is the reiteration of the faxed statement.
"You state chat the basin must be designed fora 2.5" rain event. This far exceeds the 25-year
event in the calculations using the rational method provided in the original submittal. The
drainage area for basins 3 & 4 is extremely small, both below .038 acres, which results in a time
of concentration of 0.81 minutes. In the calculation the conservative time of 5 minutes is used
and the accumulated storage only reaches 39.14 cubsc feet. This is well below the 83 cubic feet
needed using the standard 1" rain event used in the calculations and provided for in the basins.
It is our opinion that the 83-cf volume is sufficient and justified by the calculations provided.
I hope that this will clarify the issue."
=4. "Please explain the note in -the calculations adjacent the 1.0" design storm and below the impervious
percent calculation which states "more than 25 year event". What does this refer to?
This statement refers to the attached calculation using the rational method included in the original
submittal. The rational method shows that the 1.0" event far exceeds the 25-year event.

5. "Please show how the provided volume was calculated. According to the supplements and to the
data table on sheet 4 of 6, each basin provides the exact minimum storage requirement. This is
highly unusual. Generally, most basins provide slightly more storage than is required."
The volume is calculated by multiplying the bottom surface area by the height of storage. The height
of storage is the limiting Factor. The weir elevation is set so that the exact volume of the 1" rain
event is alloxved into the basin and no more. To allow more to enter the basin, i.e. have slightly
more volume, would go against the rule of the required by-pass. However, a slight volume is not
accounted for in the 3:1 slope on the sides of the basins. The volume is very small because the
basins are small and the depth is below one foot on all basins.
6. "A site investigation was conducted on Friday, November 16, 2001, by our soil scientist. It was
determined that based on the markers observed in the soil, the SHW`T depth at location #2 is 36",
not 48", and the SI-j r depth at location # l is 24", not 36". Please revise the bottom application as
needed to meet these requirements."
A subsequent site evaluation on IMonday, February 11, 2002 showed that location #1 was acceptable
with the 36" SI-I\XrF and that location #2 needed to be adjusted by 9" to 39" deep. This resulted in
basin bottom elevations of >32.22 at location #1 and > 33.50 at location #2. This information was
used to modify the plans and the basin supplements.
7. "Please darken the Costing contours. They are so light, I can barely see them."
The existing contours have been darkened.
9. "Please add the nearest intersection of two major roads to the vicininF map. A major road is any 1, 2
or 3 digit NC, US or interstate highway."
The NC highway numbers have been added to 1\4ain Street and Village Road on the vicinity map.
9. "Please add the inverts and elevations to the drop inlet & basin pretreatment detail. Note #2
indicates that a table of elevations is provided, but one has not been shown on sheet 6 of 6."
The table was provided on sheet 4 of 6. However, the pretreatment device has changed and the new
detail is included on sheet 6 of 6 with the table of elevations.
10. "All overflows from an infiltration system must pass through a vegetated filter prior to discharge.
Please add the required filters and detail on the plans."
The required Filters and the detail has been added to the plans.
I trust that this information adequately addresses your concerns. If you have any question or require any
additional information, please to contact our office.
Sincerely,
David A. Hollis, )---IT
Enclosure: Stormwater Management Permit application
Copy: Mr. !\-lark Saunders, Rivers Edge Golf Club and Plantation
File: 1500-10 {Rivers Edge POA — Shallotte, NQ

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
March 22, 2002
Ms. Linda Lewis
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Stormwater Project No. SW8 011025
Rivers Edge POA Center
Brunswick County
Dear Ms. Lewis:
MAR 2 5 2002
sea% io z"
We have modified the design plans for the Rivers Edge POA project to increase the volume of basins 3 & 4
to 207 cubic feet. Please replace the design sheets and calculations enclosed with those in the previous
submittal.
If you have questions, please contact our office.
Sincerely,It -4
�'�04 49
David A. Hollis, EIT
Enclosure: Design Sheets 3 & 4
Calculations for Basin 3 & 4
Copy: Mr. Mary Saunders, Rivers Edge Golf Club and Plantation
File: 1500-10 (Rivers Edge POA — Shallotte, NC)

JK _.I.
* * COMMUNICATION RESULT REPORT ( MAR.21.2082
-FILE -MODE
----- OPTION
260 MEMORY TX-------------
7
ADDRESS (GROUP)
8-910754eO49-
REASON FOR ERROR
----------------------------
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
F
Date: March 21, 2002
To: Mr. David Hollis, P.E.
Company: East Coast Engineering
FAX #: [phone]
DWQ Stormwater Project Number: S'WS 011
Project Name: River's Edge POA Cen;j
MESSAGE;
Dear David:
P. 1
3:54PM )
TTI NCDENR WIRO
RESULT
----- --
OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J, Thorpe, Ph,D., Acting Director
Division of Water Quality
Wilmington Regional Office
V R SHEET
No. of Pages: 1
From: Linda Lewis AO-1
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
This fax is in response to your fax of pel�'ruary 26, 2002. Please understand that when you propose a system
that will not meet the rules, we have to come up��with an equitable set of requirements to apply. These requirements
are completely at our discretion, and designed to protect water quality. The 25 year storm event would require
storage for the runoff from 911 of rain. I am only asking for storage for the runoff from 2.5" of rain. Item #3 of my
. ,._ - - .t a:.;,...,,1 ;��nrrr4'ariM,_ is as follows:

C
p
Date: March 21, 2002
To: Mr. David Hollis, P.E.
Company: East Coast Engineering
FAX #: [phone]
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
DWQ Stormwater Project Number: SW8 011025
Project Name: River's Edge POA Center
MESSAGE:
Dear David:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
No. of Pages; 1 �d �
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
This fax is in response to your fax of February 26, 2002. Please understand that when you propose a system
that will not meet the rules, we have to come up with an equitable set of requirements to apply. These requirements
are completely at our discretion, and designed to protect water quality. The 25 year storm event would require
storage for the runoff from 8" of rain. I am only asking for storage for the runoff from 2.5" of rain. Item #3 of my
January 14, 2002, request for additional information, is as follows:
"Basins 3 and 4 must either provide a bypass for the excess design storm, or be designed to store the runoff
from a 2.5" rain event. This minimum has been determined on a case -by -case basis, and is based on the distance of
the project to the receiving stream, the soils hydrology, and the water table depth. Because this minimum is
determined on a case -by -case basis, it may not be used for future projects."
The rules require that an infiltration system be offline, i.e., it must bypass the excess design stone before
it enters the infiltration area. (See NCAC 2H.1008(d) (4)). The design for Basins 3 and 4 was not proposed as
offline, therefore, our discretionary set of requirements comes into play. As indicated above, the three criteria to be
considered are, one: the distancexfrotn the project to the receiving stream; two: the soil type; and three: the depth
to the water table. For projects which do not propose a bypass, if the project is located immediately adjacent the
receiving stream, has a marginal soil type, and has a shallow water table, the amount of storage that must be
provided in the system is 4-5 times (our judgement) the required design storm. If the project is located at least 1/2
mile from the receiving stream, has excellent soils. and a deep water table, the amount of storage required is only
1.5-2 times the design storm. Similar requirements are made for projects that fall between these two extremes.
Again, please remember that this is completely at our discretion because the proposed system does not meet the
rules. If these requirements are not satisfactory, you are free to redesign the project to provide storage for the I "
storm with a bypass.
Please replace the I " you used in Schueler's equation, with 2.5". The required volume equals 2.5" x (1 ftJ 12")
x 1615 ft2 x .615 = 207 cubic feet. This is the amount of storage that is required if a bypass is not provided.
S:1WQSISTORMWATIADD1NF0120021011025.MAR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

S-�,YL by EAST COUST ENGINEERI Feb-19-02 03:36Pm from 910754802949103502004 Page 2i 2
East Coast
Engineering Company, P.A.
Consulting Engineers 4918 Main
trept
Cas: YlU.%74.SU4y P69z Of.lce Bc 2469x 2469
Office: 910,754.8029 Snailotte, NC 29459
February 19, 2002
Ms, Linda Lewis
Water Quality Section
NC Department of Envitonment and Nanuai Resources
'127 Cardinal Drive Extensloll
Wilmington, North Carolina 29405-3845
Subject: Extension on Request for Additional Information
SLormu­.tcer Pruject Flo. SWS 011025
Rivers Edge POA Center
Brunswick Counrr
Dear Ms. Lewis:
Our office received a request for additional information from your office dated J2nuai7 14, 2002 for
Lhe abovC referenced stonuwater application.
We respectfully request an extension to submit the additional information ;your office has asked for.
The soils analysis results in question led to the need for additional time. If there is not a p1•oblern
with this extension, your office will receive the additional information requested by March 15, 2002_
e-
If you have any question; or concerns regarding thin xcqucst, plcagc contact our office.
Sincerely,
David A_ Hollis, E1T
Copy: 11vIr. hurls Saunders, Rivers Edge Plantation
He: 1500.10 (Ivvers Edge POA)

�0M S,aet bj:EAST COAST ENGINEERI Feb-19-02 03:36Pm from 9107548029->9103502004 Page l
East Coast
Engineering Company, P.A.
Consulfing Fnglaters
PAGE 1 OF ' 2 (including cover)
TO Ms, Lida Lev-,15
OF Division of Water Qualitv
8T Wilmington Office
PHONE [phone]
FAY t' [phone]
SUBJECT: Rivers Edge POA
Dear Linda.
DATE: _ 02/; 9/0?
FROM David A. Hollis. EIT
of:
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shalloue. NC 28459
PHONE [phone],6029
F.aX 9 910.7a4.8049
Attached is a request for time extension for the resubmittal of the Rivers
Edge POA Project.
Thanks.
Hollis
Copy: File: 1500,10 Rivers Edge POA
The information contained in this transmission is privileged, confidential. and is intended only for the
use of the indiVidWil v: etwlily i:artlerl sibocC- You :tie not ptr=tted to copy of ci,is c��n,niiinicanon if
,ou are not the intended recipient named above, or -he agent of d c recipient authorizt:d to receive this
coL-nrnunication: or responsible for deLvering it to the recipicnt. If you hay e= received this
con-ununication in error. please notify our office by telephone. Thank you.

O(� WATF� Michael F. Easley, Governor
Q William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
r
`{ Gregory J. Thorpe, Ph.D., Acting Director.
Division of Water Quaiity
Wilmington Regional Office
January 14, 2002
Mr. Mark Saunders; President -
Rivers Edge Golf Club and Plantation
2000 Arnold Palmer Drive
Shallotte, NC 28459
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 011025
Rivers Edge POA Center
Brunswick County
Dear Mr. Saunders:
The Wilmington Regional Office received a Stonnwater Management Permit Application for Rivers Edge
POA Center on October 31, 2001. A preliminary review of that information has determined that the application is
not complete. The following information is needed to continue the stormwater review:
1. Please complete one column on the application for each proposed infiltration basin.
2. Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none
exist.
3. Basins 3 and 4 must either provide a bypass for the excess design storm, or be designed to store the
runoff from a 2.5" rain event. This minimum has been determined on a case -by -case basis, and is
based on the distance of the project to the receiving stream, the soils hydrology, and the water table
depth. Because this minimum is determined on a case -by -ease basis, it may not be used for future
projects.
4. Please explain the note in the calculations adjacent the 1 ".0 design storm and below the impervious
percent calculation which states "more than 25 year event". What does this refer to?
5. Please show how the provided volume was calculated. According to the supplements and to the data
table on sheet 4 of 6, each basin provides the exact minimum storage requirement. This is highly
unusual. Generally, most basins provide slightly more storage than is required.
6. A site investigation was conducted on Friday, November 16, 2001, by our soil scientist. It was
determined that based on the markers observed in the soil, the SHWT depth at location 42 is 36",
not 48", and the SHWT depth at location 41 is 24", not 36". Please revise the bottom application
as needed to meet these requirements. If you have any questions about the soils investigation, please
contact Vincent Lewis at 910-395-3900.
7. Please darken up the existing contours. They are so light, I can barely see them.
8.
Please add the nearest intersection of two major roads to the vicinity map. A major road is any 1, 2
or 3 digit NC, US� br interstate highway.
- - - - - -NME
-
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Saunders
January 14, 2002
Stormwater Project No. SWS 011025
Please add the inverts and elevations to the drop inlet & basin pretreatment detail. Note ##2 indicates
that a table of elevations is provided, but one has not been shown on sheet 6 of 6.
10. All overflows from an infiltration system must pass through a vegetated filter prior to discharge.
Please add the required filters and detail on the plans.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to February 14, 2002, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control PIan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need
to be revised have been sent to the engineer or agent. All original documents must be returned or new originals must
be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINF0120021011025.JAN
cc: Linda Lewis
David A. Hollis

Permit No.
(to be provided by DWJ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
nis form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete storrnwater management plan submittal includes_a stormwater management permit application, an
infiltration basin supplement for each system,_. sign calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: Rivers Ede POA Facil#
Contact Person: avid A. Hollis_ f . Phone Number: 910 754-8029
7
This worksheet applies to: Basin No. _ 1 in Drainage Area 1
(as idenrifred on pians) (from POM SWU-101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
E based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea Ievel (fmsl).
Soils Report Summary
Soil Type -and _^
Infiltration Rate �L_ _ in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation _30.22 finsl (Seasonal High Water Table elevation) -
Basin Design Parameters
Design Storm
Design Volume.
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
1 _ _ inch (1. S inch event for Sit waters, I inch event for others)
2432 C.f.
days
varies ft. X varies ft. = 2481 sq. it. (bottom dimensions)
c. f.
fmsl
33.20 _ fmsl
35 -an fmsl
ORIGIN."
Form, SWU-103 Rev;.90 P"? � at

III. 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 that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
OR:_ a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b.. System is located at least 100^feet from water supply wells.
c. Bottom of system is at least-2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
£ System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right -of way.
g. Drainage area for the device is less than 5 acres.' .
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
Q;�> k.. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swaie or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimurn
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
P. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
15P�> q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
. , ;fir. , ,•.'�
Form SWU-103 Rev 3.99 Pa,e 2 of 3

Fax: [phone]
Office: 910,754,8029
October 30, 2001
East Coast
Engineering Company, P.A.
Consulting EngineeTS
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Rivers Edge Golf club and Plantation
Property Owners Amenity Center
High Density Stormwater Plan Submittal
Dear Ms. Lewis:
OCT 31 �UQ�
4918 Main Street
Post Office Box 2469
Shallotte, NC 28459
Enclosed is the Stormwater Management Permit application package for the above referenced
project with all the necessary elements requested in your letter dated 24 October 2001. Mr.
Saunders title was added to Section 1, Part 2. Page 4 of the application and Page 2 of each
supplement form were initialed.
If you have any question or require any additional information, please to contact our office.
Sincerely,
David A. Hollis, EIT
Project Manager
Enclosure: Stormwater Management Permit application
Copy: Mr. Mark Saunders, Rivers Edge Golf Club and Plantation
File: 1500-10 (Rivers Edge POA — Shallotte, NC)

Fax: 910,754,8049
Office: 910.754.8029
October 19, 2001
East Coast
Engineering Compa
Consulting
Ms. Noelle M. Lutheran
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Rivers Edge Golf club and Plantation
Property Owners Amenity Center
High Density Stormwater Plan Submittal
Dear Ms. Lutheran:
P.A. �OU1
4918 Main Street
ost Office Box 2469
hallotte, NC 29459
Enclosed is a submittal package for Rivers Edge Property Owner's Amenity Center (POA), Shallotte, NC located
on Copas Road (SR l 191) which has been designed as a high -density stormwater project. This site is a portion of
the Rivers Edge Project, however this is a new submittal.
For your ease of reference, the following presents the various components of the enclosed submittal package:
1. One original and one copy of the "Stormwater Management Permit Application Form".
2. One original and one copy of the "Off -Site System Supplement" to the Stormwater Plan.
3. Two sets of plans, sheets I through 6.
4. Two sets of hydrologic and hydraulic calculations.
5. A check in the amount of $420 to cover the required modification/application fee.
If you have any question or require any additional information, please do not hesitate to contact our office.
Sincerely,
David A. Hollis, EIT
Project Manager
Enclosures
Copy: Mr. Mark Saunders, Rivers Edge Golf Club and Plantation
File: 1500-10 (Rivers Edge POA — Shallotte, NC)