SW8980634_Historical File_19981217

` State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. William J. Armfield, IV. President
Eagle Point Golf Club, LLC
PO Box 1510
Greensboro, NC 27402
Dear Mr. Armfield:
AIIM
v
NCDENFZ
NORTH CAROLINA DEPARTMENT OF -
ENVIRONMENT AND NATURAL RESOURCES
December 17, 1998
Subject: Permit No. SW8 980634
Eagle Point Golf Club
Low Density Stormwater Project
New Hanover County
The Wilmington Regional Office received the Stormwater Management Permit Application for Eagle Point Golf
Club on June 26, 1998, with final information on December 17, 1998. 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 980634 dated December 17, 1998, for the
construction of Eagle Point Golf Club.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supercede any other agency permit that may be required.
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 request
must be in the form of a written petition, conforming to Chapter 15013 of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 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 either Linda
Lewis or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\980634.DEC
cc: Greg Hdtzler, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Wilmington Regional Office
Central Files
Linda Lewis
127 Cardinal Dr. Ezt, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

• State Stormwater Management Systems
Permit No. SW8 980634
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Eagle Point Golf Club, LLC
Eagle Point Golf Club
New Hanover County
FOR THE
construction, operation and maintenance of a 25 % low density development 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 for Eagle Point Golf Club.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specific conditions and limitations:
I. DESIGN STANDARDS
1. The total allowable built -upon area for the entire tract is 64.88 acres. This permit covers the construction
of 18.11 acres (788,843 square feet) of built -upon area.
2. The overall tract built -upon area percentage for the project must be maintained at 25 %, as required by
Section 1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are incorporated by reference and
are enforceable parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 980634
4. Vegetated conveyances such as swales must have a minimum side slope of 3:1 (H: V) as defined in the
stormwater rules and approved by the Division.
5. No piping is allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access.
C. That amount shown on the approved plans running under fairways, between ponds, and from low
places within the tract to a pond or swale.
6. Within the 575' AEC, the proposed built -upon area is 184,695 square feet within the AEC (9.9%).
7. Within the AEC,. no collection of runoff may occur. Runoff must sheet flow.
8. A minimum 30' vegetated buffer is provided between built -upon areas and surface waters.
H- SCHEDULE OF COMPLIANCE
1. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
3. The Engineer/Owner/Developer/Permittee must certify in writing that the project's stormwater controls,
and impervious surfaces have been constructed within substantial intent of the approved plans and
specifications. Any deviation from the approved plans must be noted on the Certification.
4. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a
written time schedule to the Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director that the changes have been
made.
5. The maximum built -upon area is 64.88 acres square feet, inclusive of that portion of the right-of-way
between the front lot line and the edge of the pavement, structures, pavement, walkways of brick, stone,
slate, but not including wood decking.
6. This permit covers the construction of 18.11 acres (788,843 square feet) of impervious area. Construction
of additional impervious area will require a permit modification.
7. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the development
except for average driveway crossings, is strictly prohibited by any persons.

State Stormwater Management Systems
Permit No SW8 980634
8. Projects within CAMA's Area of Environmental Concern (AEC) are subject to a reduction of the
permitted amount of built -upon area due to CAMA jurisdiction within the AEC.
9. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be
operational for their intended use prior to the construction of any built -upon swrface except roads.
10 During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other
vegetated conveyances will be repaired immediately.
11. The following items will require a modification to the permit. Revised plans, specifications and
calculations must be permitted prior to the permittee beginning construction on the modification:
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 of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
12. The Director may determine that other revisions to the project should require a modification to the permit.
13. The permittee shall at all times provide the operation and maintenance necessary to operate the permitted
stormwater management systems at optimum efficiency to include:
a. Inspections
b Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
14. The permittee shall submit the Engineer/Owner/Designer/Permittee Certification within 30 days of
completion of the project.
15. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division of Water Quality, in accordance with North Carolina General
Statutes 143-215.6A to 143--215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
4

State Stormwater Management Systems
Permit No SW8 980634
3. 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.
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws; rules, and regulations
contained in Title 15A of the North Carolina Administrative Code, Subchapter 2HA000; and North
Carolina General Statute 143-215.1 et. al.
5. The permit is not transferable to any person except after notice to and approval by the Director. The
Director may require modification or revocation and reissuance of the permit to change the name and
incorporate such other requirements as may be necessary. A formal permit request must be submitted to
the Division of Water Quality accompanied by the appropriate fee, documentation from both 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.
6. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting all
components of the stormwater management facility.
7. 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.
Permit issued this the 17th day of December, 1998
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---------------
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980634
E

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. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
Eagle Point Golf Club, LLC
2. Print Owners/Signing Official's name and title (the person who is legally responsible for the facility and its
compliance):
William J. Armfield, IV
Mailing Address for person listed in item 2 above:
PO Box 1510
City:
Greensboro
Telephone Number: ( 336 ) 378-9700
State: NC
Zip: 27402
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Eagle Point Golf Club
5. Location of Facility (street address):
Adjacent to Porters Neck Plantation (a; the intersection of Porters Neck Rd. and Bald Eagle Lane
City: Wilmington County:
6. Directions to facility (from nearest major intersection):
New Hanover
Approximately 2.3 miles east of the intersection of Market St. (US 17 N) and Porters Neck Road.
, . Latitude: 34° 17' 00"
Longitude: 77° 45' 30"
8. Contact person who can answer questions about the facility:
of facility
Name: Greg Hetzler, McKim & Creed Erg. Telephone Number: ( 910 ) 343-1048
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
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)
Form: SWU-101 January 1998 Page 1 of 4

3. Specify the type of project (check one):
X Low Density High Density Redevelop
4. Additional Project Requirements (check appropriate blanks):
X CAMA Major X Sedimentation/Erosion Control
III. PROJECT INFORMATION
General Permit
X 404 Permit
Other
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.
Grass lined water quality swales, sheet flow over dense grasses and natural ground cover, and golf course
amenity ponds. Future development in the maintenance area will result in a pocket of high density. An
engineered infiltration system will be designed and submitted at the appropriate time for this area.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
229.49AC
3. Total Project Area: (216.81AC above MHW) acres 4. Project Built Upon Area: (9.93 in AEc)
5. How many drainage basins does the project have? 1
6
Complete the following information for each drainage basin. If there are more than two drainage basins in the
project, attach an additional sheet with the information for each basin provided in the same fornigims belo .
r.,,r L- opwrerr C- S' &VL' 1'
Basin Information
Drainage Basin 1
Drainage Basin 2
Receiving Stream Name
Pages Creek/ ICWW
Pages Creek/1CWW
Receiving Stream Class
SA/SA-ORW
SA/SA-ORW
Drainage Basin Area
216.81AC (above MHW)
42.70AC (above MHW)
Existing Impervious* Area
0 SF
0 SF
Proposed Impervious* Area
604,148 SF
184,695 SF
% Impervious* Area (total)
6.3
9.93
Impervious* Surface Area
Drainage Basin 1
Drainage Basin 2
On -site Buildings
40,512 SF
40,512 SF
On -site Streets
43,124 SF
43,124 SF
On -site Parking
32,234 SF
32,234 SF
On -site Sidewalks
428,766 sf (w/cart path)
68,825 SF (w/cart path)
Other on -site
59,512 (Future Maintenance)
0 SF
Off site
See Permit# SW8 900232
0SF
Total:
_
E=604,148 SF
-Z=184,695
* impervious area is defined as the built upon area including, but not limited to, buildings, roads,
parking areas, sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? From information provided by DWQ
(see permit# SW8 900232)
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form: SW-101 January 1998 Page 2 of 4

By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the items required by the permit, 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.
VI. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information
on your behalf, please complete this section:
Designated agent (individual or firm): McKim & Creed Engineers
Mailing Address: 243 N. Front Street
City: Wilmington State: NC Zip:
Phone: ( 910 ) 343-1048 Fax: ( 910 ) 251-8282
VII. 'SUBMITTAL REQUIREMENTS
28401
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One conv of the anolicable Supplement Form(s) for each BUT (see Attachment Al
• Permit application processing fee (see Attachment Al
• Detailed narrative description of stormwater treatment/management:
• Two conies 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 floor elevations
- Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) i ► J , A R m t , e l dLl
IV
certify that the information included on this permit application form is correct; that the pioil ct will be constnacted
in conformance with the approved plans, that the deed restrictions in accordance with Att%chment A of this form
will be recorded with all required permit conditions, and that to the best of my knowledge the proposed project
complies with the requirements of J5tiA NCAC 211.1000.
Signature: )G
Title: - -
Date: [A-I("-q%
Form: SWU-101 April 1998 Page 3 of 4

ATTACHMENT A
1. Deed Restriction Requirements
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures, including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside Swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number, size, and the allowable built -upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded.
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short -circulating of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe, fill on or alter any designated 100 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
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 SWTJ-108
Neuse River basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or
Late Renewal
$225
$385
$225
$350
$50
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a
Form: SWU-101 January 1998 Page 4 of 4

Permit No. 5W -J q'9660 �4—
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low destiny projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Eagle Point Golf Club
Contact Person: Greg Hetzler, McKim & Creed Eng. Phone Number: [phone]
Number of Lots: 1 Square Feet Per Lot*: 1,756,775 (Overall Project)
280,526 (575' Setback Area)
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot.
II. BUILT UPON AREA
See the Stormwater Management Permit Application Attachment A for specific language that must be recorded
in the deed restrictions for all low density projects.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots is the total number of lots in the subdivision.
• BUA/Lot is the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
OVERALL PROJECT WITHIN 575' SETBACK
(216.81 x .25) - 1.0 - 12.87 = 40.33 AC (42.7 x .25) - 1.0 - 3.24 = 6.49AC
1 1
Form: SWU-104 Rev 1/August 1998 Page 1 of 2

III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent in the Stormwater Management
Per -nit Application Form., the agent may initial below.
is Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
,Oe&� b. Deed restriction language shall be recorded as a restrictive covenant. A copy of the recorded
document shall be provided to DWQ within 30 days of platting and prior to sale of any lots.
Z�J 04 *9 c. Built upon area calculations are provided for the overall project and all lots.
�iFd. Project conforms to low density requirements within the ORW AEC (if applicable). [15A
NCAC 2H .1007(2)(b)]
Form: SWU-104 2/9/93 Page 2of2

TO: NCDEHNRNVater Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28401
ATTENTION: Linda Lewis
LETTER OF TRANSMITTAL
DATE: December 17, 1998
PROJECT NO: 1 '3410002.OW
TASK No: 00001
RE: Eagle Point Golf Club
Stormwater Submittal
Additional Information
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: ❑
Originals
❑
Prints
❑
Specifications
❑
Calculations
❑ Shop Drawings ❑ Samples
® Other - Original Application
Quantity Drawing No. Rev. Description Status
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected -See Remarks
REMARKS Linda, It is my understanding from Greg Hetzler, pursuant to your telephone message, that
this is the final piece of information necessary in order to complete the review fcr Eagle Point
Golf Club. If there are questions or comment, please do not hesitate to call me at 343-1048.
Thankyou
cc: File (1412.0001(40))
Eagle Point Golf Club, LLC
William O.J. Lynch
Andy Banffield, Fazio Golf
243 NORTH FRONT ST., WILMINGTON, NC
Signed
! 101 W-1048 FAX [phone]
CRE D I IN.iERS, PA
S:%141210001110-Adm inlsw-transl2-17-98.doc
o

I don't think you've overstepped your bounds at all.
Alida Lewis wrote:
> Dear Jeanette:
> The application for this project, Eagle Point Golf Club, was signed
> by an attorney representing a limited liability corporation. The
> attorney says he doesn't have to provide a signed authorization from
> the LLC in order to sign the permit. Is that right?
> Also, the signature is not original, only a copy. I requested that
> they provide an authorization and an original signature. Have I
> overstepped my bounds?
> Linda
Mailto:Jeanette [e-mail]
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
[phone], ext. 537
Alida Lewis -- 1 -- Wed, 16 Dec 1998 14:46:20

7'.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
December 2, 1998
Eagle Point Golf Club
300 N. Green Street
Suite 2190
Greensb r NC 27401
Dear Sirs:
This letter is in response to your application request under the Coastal Area
Management Act (CAMA) to construct a golf course adjacent to Little Creek in New
Hanover County. Processing of the permit application, which was received by the
Division of Coastal Management's Wilmington office on October 15, 1998 is nearing
completion. However, it has been determined that additional information will be
required prior to the Division taking final action on your application. This additional
item is summarized below:
1) It is the policy of this Division that, prior to taking final action on a project of
this nature, a stormwater management plan for the proposed development must
be approved by the Division of Water Quality. It is our understanding that this
approval has not yet been received four this project . Therefore, it is necessary
that processing of your permit application be placed in abeyance until such
time as a stormwater management plan certification for the proposed project is
issued by the Division of Water Quality, and a copy of the approval supplied to
this office.
As required by T15A:07J.0204(d), during the pendency of any termination of
processing, the permit processing period will not run. Upon receipt by this office of
the requested information, the Division of Coastal Management will resume
processing of the application at the point where it was terminated. If you have any
questions concerning this matter, please feel free to contact me at [phone],
P.O. Box 27687, Raleigh, NC 27611.
Sincerely,
Doug uggett
Assistant Major Permits Coordinator
cc: Greg Hetzler, McKim anti Creed D Tg, Cc\ rq Tpq
Ed Brooks, DCM - Wilmington
DCM - Morehead City D E C, 0 9 1998
Linda Lewis - DWQ - Wilmington +✓ r�; .F �s�
COAST-' r,jAimAuEViEN1
P.O. BOX 27687, RALEIGH, INC 27611-7687 /272B CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 0% POST -CONSUMER PAPER

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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
November 14, 1998
Mr. Greg Hetzler, P.E.
McKim and Creed Engineers
243 N. Front Street
Wilmington, NC 28401
NCDENFZ
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980634
Eagle Point Golf Club
New Hanover County
Dear Mr. Hetzler:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Eagle Point Golf Club on October 2, 1998. 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 provide a dimensioned unit footprint for the proposed villas. Note all wood deck areas,
and all concrete areas.
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 December 14, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit. If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
i
Ms. Linda Lewis
Environmental Fngin. eer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\980634.NOV
cc: Linda Lewis
William Armfield
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 29405 Telephone [phone] FAX 910,350-2004
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

v�NICIQM&CREEL)
October 1, 1998
Ms. Linda Lewis
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
OCT q z 199e
M&C 1412-0001.OW
RE: SEPTEMBER 1, 1998 REQUEST FOR ADDITIONAL INFORMATION
STORMWATER PROJECT NO. SW8 980634
EAGLE POINT GOLF CLUB
NEW HANOVER COUNTY, NC
Dear Linda:
As requested in your September 1, 1998 letter, we offer the following items to answer your
questions and comments. In addition please find enclosed (3) copies of the revised Stormwater
and Erosion Control Plan, (3) copies of the Clubhouse site plan and (3) copies of support
revised calculations and permit application.
1. The Impervious area calculations with in the 575' AEC have been added to the second
drainage basin column of Section III, No. 6.
2. Your comment has been noted.
3. In order to reduce the amount of piping, the golf course site has been revised to convey
more water overland and retain water in low areas within the golf course. The enclosed
revised site plan indicates the reduction in storm piping.
4. Proposed grading of the roads, parking areas and clubhouse is shown on the clubhouse site
plan, enclosed for your review.
5. Clubhouse Dimensions are shown on the clubhouse site plan, enclosed for your review.
6. A road section detail is shown on the revised Stormwater and Erosion Control Plan.
7. Sidewalks are shown on the clubhouse site plan, enclosed for your review.
8. A location map is shown on the revised Stormwater and Erosion Control Plan.
Q:\1412\0001 \1 0029811Itr. doe
243 N. FRONT ST., WILMINGTON, NORTH CAROLINA 28401
TEL [phone] FAX [phone] www.mcklmcreed.com

Ms. Linda Lewis
October 2, 1998
Page 2
If you have any additional questions or require additional information, please contact this office.
Sincerely,
McKIM & CREED ENGINE S, P.A.
effe . Roney
Senior Designer
/mry
cc: William J. Armfield, IV/Eagle Point Golf Club
Andrew Banfield/Fazio Golf Course Design
Herry Johnson/Herry Johnson Architects
File (1412-0001.OW (40))
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AUTHOR:
PROJECT: Awl: 4500ILV- CLIENT: I �'
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❑ TELEPHONE
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❑ CONFERENCE
DATE:
AUTHOR: GONE4
PROJECT: e&.ALre- Am-, CoJF-Sre- CLIENT:
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STORMWATER AND EROSION CONTROL
CALCULATIONS
EAGLE POINT GOLF COURSE
New Hanover County, North Carolina
Prepared for:
Eagle Point Golf Club
c/o Mr. William J. Armfield IV
300 North Greene St., Suite 2190
Greensboro, NC 27401
[phone] 11 fill
Date: June 26 1998
t Y
SVORMWATER
E C E I V E
OCT 0 21998
D
D E M
PROJ #
Prepared by
McKim & Creed
243 N. Front Street
Wilmington, NC 28401

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Pond #4 Culvert Sizing
Worksheet for Circular Channel
Nroject Uescnption
1kroject File s:\1412\0001\civil\calcs\p4culver. 2
VV rksheet POND#4 CULVERT
Flo Element Circular Channel
Meth Manning's Formula
Solve r Full Flow Diameter
Mannings Co Icient 0.010
Channel Slope 0.00158 ft
Discharge 23.50 cfs
Depth
Diameter
Flow Area
/'e
d Perimeter
idth
l Depth
nt Full
l Slop
ty
ty ead
i Energy
Numberum Dischargelow Capacitylow Slope
in
z
\,2iin
ft/ftt/s
25.28
cfs
23.50
cfs
0.001580
ft/ft
rlpvh. Slzt967 C Guwr-ty7 Poi m)
06/26/98 McKim and Creed Eng FlowMaster v5.08
09:21:36 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Pond #2 Culvert Sizing
Worksheet for Circular Channel
Project Description
Project File
s:\1412\0001\civil\calcs\p4culver.fm2
Worksheet
POND #2 CULVERT
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.010
Channel Slope 0.009600 ft/ft
Discharge 45.00 cfs
Results
Depth 28.4 in
Diameter 28.37 in
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
4.39 ftz
7.43 ft
0.00 ft
2.19 ft
100.00
0.008308 ft/ft
10.25 ft/s
1.63 ft
FULL ft
FULL
Maximum Discharge 48.41 cfs
Full Flow Capacity 45.00 cfs
Full Flow Slope 0.009600 ft/ft
06/26/98 McKim and Creed Eng FlowMaster v5.08
09:25:04 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Road Culvert C1 Sizing
Worksheet for Circular Channel
Project Description
Project File s:11412\00011civillcalcslp4culver.fm2
Worksheet ROAD CULVERT C1
Flow Element Circular Channel
Method Manning's Formula
Solve For Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.010000 ft/ft
Discharge 8.00 cfs
Results
Depth 16.3 in
Diameter 16.25 in
Flow Area 1.44 ftZ
Wetted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
4.25 ft
0.00 ft
1.12 ft
100.00
0.009899 ft/ft
Velocity
5.55
ft/s
Velocity Head
0.48
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
8.61
cfs
Full Flow Capacity
8.00
cfs
Full Flow Slope
0.010000 ft/ft
06/25/98 McKim and Creed Eng FlowMaster v5.08
07:42:23 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Road Culvert C2 Sizing
Worksheet for Circular Channel
Project Description
Project File s:1141210001\civil\calcs\p4culver.fm2
Worksheet LOAD CULVERT C2 SIZING
Flow Element Circular Channel
Method Manning's Formula
Solve For Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.001000 ft/ft
Discharge 71.30 cfs
Results
Depth
56.8
in
Diameter
56.84
in
Flow Area
17.62
ftZ
Wetted Perimeter
14.88
ft
Top Width
0.00
ft
Critical Depth
2.42
ft
Percent Full
100.00
Critical Slope
0.003694 ft/ft
Velocity
4.05
ft/s
Velocity Head
0.25
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
76.70
cfs
Full Flow Capacity
71.30
cfs
Full Flow Slope
0.001000 ft/ft
06/26/98 McKim and Creed Eng FlowMaster v5.08
09:33:10 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Road Culvert C3 Sizing
Worksheet for Circular Channel
Hroject Description
Project File
s:\1412\0001\civil\caics\p4culver.fm2
Worksheet
ROAD CULVERT C3 SIZING
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.010000 ft/ft
Discharge 2.16 cfs
Results
Depth
9.9
in
Diameter
9.95
in
Flow Area
0.54
ftz
Wetted Perimeter
2.60
ft
Top Width
0.00
ft
Critical Depth
0.66
ft
Percent Full
100.00
Critical Slope
0.010613 ft/ft
Velocity
4.00
ft/s
Velocity Head
0.25
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
2.32
cfs
Full Flow Capacity
2.16
cfs
Full Flow Slope
0.010000 ft/ft
06/26/98 McKim and Creed Eng FlowMaster v5.08
08:37:32 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Project Descri
oject File
rksheet
Flo Element
Met d
Solve r
Mannings c; ttic
Channel Slop
Left Side Slope
Right Side Slope
Bottom Width
Discharge
Flow Area
Wetted Per'
Top Widt
Critical pth
Critic lope
Water Quality Swale #1
Worksheet for Trapezoidal Channel
n
s:\1412\0001 \civil\ca
Water Quality Swale
Trapezoidal Chann
Manning's Formu
Channel Depth
Velo
Ve ity Head
S cific Energy
oude Number
low is supercritical.
42100 ft/ft
000000 H : V
5.000000 H : V
2.00 ft
5.80 cfs
1.44 ft2
5.81 ft
5.73
0.45
0.020120
4.02 ft/s
0.25 ft
0.62 ft
1.41
Vmr.) 10-1-96
INSTALL COTE SLY LIMEIZ
,
W H\L.G V Eli Er11-r101,, 1 S LSiA-8LkS6 1).
06/26/98 McKim and Creed Eng FlowMaster v5.08
10:03:36 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 . [phone] Page 1 of 1

Water Quality Swale #2
Worksheet for Trapezoidal Channel
Pr ect Description ff
Proj ct File
s:\1412\0001 \civil\calc p4culver.fm2
Wark, eet
Water Quality Swale
Flow ment
Trapezoidal Chann
MethoNo
Manning's Formu
Solve
Channel Depth
Input uata
Mannings Cod icien/2.00
Channel Slope
000 ft/ft
Left Side Slope000
H : V
Right Side Slope000
H : V
Bottom Width
ft
Discharge
cfs
0.41
ft.
Peri eter
3.52
ft
dth
3.50
ft
pth
0.13
/Aerea
ope
0.0283126
1.5
Head
0.04
ft
c Energy
0.19
ft
Number
0.79
subcritical.
1%i r---;� 10 -1-98
06/26/98 McKim and Creed Eng FlowMaster v5.08
10:09:28 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Water Quality Swale #3
Worksheet for Trapezoidal Channel
P ect File SA141/-\uuullclvii\calcs�p4cul r.Tmz
Wo , beet Water Quality Swale #3
Flow ement Trapezoidal Channel
Method Manning's Formula
Solve Fo Channel Depth
n
Channel Slope 0.04 0 ft/ft
Left Side Slope 5.0 000 H : V
Right Side Slope 5. 0000 H : V
Bottom Width 0 ft
Discharge 00 cfs
Flow Area
2.15
ft2
Wetted Perime r
6.96
ft
Tap Width
6.86
ft
Critical De
0.59
ft
Critical SI a
0.018652 ft/ft
Velocity
4.64
fUs ZiT
Veloci Head
0.34
ft N
Spe Ic Energy
0.82
ft<T,
Fr de Number
1.46
F w is supercritical.
ALL S U TL gy"r L-1 III E Z
\lo I r,. /o - i -99
06/26198 McKim and Creed Eng FlowMaster v5.08
10:12:40 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

• , Water Quality Swale #4
Worksheet for Trapezoidal Channel
oject Description
P ect File s:1141210001\civil\calcs 4culver.fm2
Wo sheet Water Quality Swale
Flow lement Trapezoidal Channe
Metho Manning's Formul
Solve Channel Deoth
Mannings C:o Iclent
0.03
Channel Slope
0.0 000 f"
Left Side Slope
5. 0000 H : V
Right Side Slope
00000 H : V
Bottom Width
.00 ft
Discharge
2.10 cfs
a
Fl/ee
1.16 ft2
WPerim er
5.29 ft
Tth
5.22
Ce
0.26
CI a
0.023300
V1.81
ftI
Vead
0.05 ft
SEnergy
0.37 ft
FrNumber
0.67
FIubcritical.
z3/Z7
06/26/98 McKim and Creed Eng FlowMaster v5.08
10:49:02 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Water Quality Swale #5
Worksheet for Trapezoidal Channel
oject uescrlptlon If
Pr " ct File s:11412\0001\civillcalcs\p4cu r.fm2
Wor heet Water Quality Swale s:\1412\0001\civi1\calc7s\p4cu
ment Trapezoidal Channel
Method Manning's Formula
Solve Fo Channel Depth
Input Data
Mannings Coe I 'ent
0.030
Channel Slope
0.030
ft/ft
.Left Side Slope
5.00
00 H : V
Right Side Slope
5.0
000 H : V
Bottom Width
2 0
ft
Discharge
80
cfs
Flow Area
1.20
ftj
Wetted Perim r
5.36
ft
Top Width
5.29
ft
Critical De
0.36
ft
Critical SI
0.021366
ft/ft
Velocity
3.17
ft/s
Veloci Head
0.16
ft
Spe Ic Energy
0.48
ft
Fr de Number
1.17
F w is supercritical.
Volrn /to - / - 90
?E6119 SUS u E-T UQcR
; 1 L£. Vi-rcT-A-nar� 1 s t-s-r,
06/26/98 McKim and Creed Eng FlowMaster v5.08
10:58:33 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 0670E [phone] Page 1 of 1

.R
Water Quality Swale #6
Worksheet for Trapezoidal Channel
roject Description
\Flolement
ile s:\1412\0001\civil\calcs\p Iver.fm2
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Manning's Formular Channel Depth
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11:06:18 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

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�11
401 APPLICATION
Eagle Point, Golf Club
300 North Green Street, Suite 2190
Greensboro, NC 27401
September 3, 1999
nTp rTm, 77TE
1
Prepared by: McKim & Creed and Land Management'Group, Inc.

TABLE OF CONTENTS
ProjectNarrative............................................................................................1
Eagle Point Golf Club Fact Sheet ................... :.............................................
3
Application..................................................................................................4
Upland Development Form............................................................................7
Bridges and Culverts Form............................................................................
8
Adjacent Property Owners...........................................................................11
N.C. General Warranty Deed.......................................................................13
VicinityMap................................................................................................21
AerialPhoto
................................................................................................22
SoilsMap................................................................................................23
USGSTopo Map.........................................................................................24
1982 NHAP Color Map................................................................................
25
1982 INHAP Color Map...............................................................................26
Clearingand Grading Plan...........................................................................27
Stormwater and Erosion Control Plan..........................................................
28
Existing Conditions Plan..............................................................................
29
Golf Course Routing Plan............................................................................
30
ProposedGrading Plan................................................................................31
Typical Sections and Details........................................................................32
BoundarySurvey Map.................................................................................
33
WetlandSurvey Map...................................................................................
34
Appendix A/Compensatory Mitigation Plan ..................................................
35
Eagle Point Golf Course September, 98 TC-9
9412-0001.OW

PROJECT NARRATIVE
Eagle Point Golf Club is a proposed private golf course with amenities for member usage. The
proposed club is located adjacent to Little Creek, which is an inland tidal creek, and Porters
Neck Plantation. The site is located immediately southwest of the intersection of Porters Neck
Road and Bald Eagle Lane in Harnett Township, New Hanover County.
Current Conditions
The 230-acre site is currently a large abandoned field and young woodland. The eastern
portion of the site contains old man-made irrigation ponds. The ponds are connected by a wet
weather drainage way. There are 8 separate wetland areas which include the existing ponds.
Of the nearly 22 acres of on -site wetlands, the majority of these wetlands (approximatley19
acres) are located in one wetland area along the creek. Current vegetation consists of primarily
grasses, scrub growth, and young trees.
Subsurface soils in upland areas are generally well -drained. Heavy spring rains indicate the
existing drainage has maintained groundwater levels at a reasonable depth so as not to
preclude or interfere with proposed developments. Subsurface soils in freshwater ponds and
wetlands are primarily poorly drained sands.
Proposed Conditions
The club will consist of an18-hole course accompanied a nine -hole short game. In addition, a
clubhouse, four cottages, golf paths, maintenance yard, entry road and parking space are
included in the project. The golf maintenance facility will be located off of Porter's Neck Road
and will be screened from view. All amenities are for use by private members only. This low
density development will be utilized by 200 to 250 members per year, and the members reside
both inside and outside of North Carolina. No large promotional events are scheduled for the
course.
Proposed grading has been designed concurrently with stormwater management and sediment
erosion control. More specifically, grassed lined water quality swales, sheet flow over dense
grasses and natural ground cover, and on -site ponds will provide on -site runoff treatment
including sediment control and nutrient take-up. At the property perimeter, various berms will
create a screening effect from adjoining landowners. The new ridge lines will also ensure that
stormwater runoff is retained on the interior of the site and any discharge from the site during
major storm events will occur through one of two existing outfalls. In addition, the existing ponds
will remain while the wet weather drainage way connecting these ponds will be expanded.
Furthermore, two additional landscape ponds are to be created.
Golf course operations will follow accepted industry standards and agricultural practices. Thus,
all chemicals will be properly stored and handled to prevent spills, any spills will be properly
contained and cleaned up, and only certified employees will apply registered chemicals.
Wastewater is to be routed either into a septic system or county sewer. Potable water is to be
provided either from on -site wells or the Porters Neck Plantation Water source. Irrigation water
is to be supplied by on -site wells drawing water from the Castle Hayne aquifer. On -site testing
has been performed to determine that efficient recycling will occur via percolation and recycling.

2-
Aquifer flows will generally come from the west. Noticeable groundwater elevation drawdown at
the property boundary will not be noticeable based on site studies.
Only 1.32 acres of non jurisdictional, isolated wetlands will be impacted by the project.
Mitigation, although not required for this impact, is proposed to consist of 2.46 acres of created
freshwater marsh, a ratio of 1.76 acres of creation per acre of impact. 0.23 acres of the
mitigation are for golf course impacts and 1.09 acres are for conversion of woody wetland to
freshwater marsh.
Current On -Site Study/Permit Status
- The property has been designed to adhere to the following regulatory setbacks:
575' setback (AEC) from the Mean High Water.
75' setback from New Hanover County C.O.D. (no impervious)
30' setback from Mean High Water for CAMA and DWQ (undisturbed)
- A comprehensive archaeological survey is being conducted and coordinated with SHPO.
- A RCW (red -cockaded) woodpecker survey is being conducted.
- A wetland delineation has been certified by the COE.
- A water resource evaluation for water supplies has been completed.
- A Land Disturbance permit/Soil Erosion Control Plan has been submitted and received.
- A stormwater permit application was submitted on June 26, 1998 and is currently being
reviewed by the appropriate agency personnel.
1412/cama narr & fact sheets.doc

EAGLE POINT GOLF COURSE
FACT SHEET
PROPERTY LOCATION LATITUDE 34 17 00
LONGITUDE 77 45 30
PROPERTY OWNER
PROJECT TEAM
SITE LAYOUT CONSULTANT
WETLAND DELINEATION CONSULTANT
ARCHAEOLOGY CONSULTANT
RED -COCKADED WOODPECKER CONSULTANT
DESIGN/ENGINEERING CONSULTANT
EXISTING CONDITIONS
Eagle Point Golf Club, LLC
COMPANY
Fazio Golf Course Designers, Inc.
Land Management Group, Inc.
Archaeological Research
Consultants, Inc.
Land Management Group, Inc.
McKim and Creed Engineers, P.A.
ITEM
OVERALL
AEC
LAND SIZE (ACRES)
230
40
LAND ELEV - HIGHEST
25
25
LAND ELEV - LOWEST
0
0
MEAN HIGH WATER (MHW)
2.3
2.3
LF ALONG MHW
3327
3327
JUR WETLANDS (ACRES)
21.12
20.47
NON-JUR WTLNDS (ACRES)
1.32
0.20
IMPERVIOUS AREA(ACRES)
0
0
PROPOSED CONDITIONS
ITEM
OVERALL
AEC
IMPERVIOUS AREA(ACRES)
22 (8.76%)
13 (23.47%)
STRUCTURE AREA (ACRES)
5
3
LAND ELEV - HIGHEST
50
30
LAND ELEV - LOWEST
0
0
IMPACTS TO JUR
0
0
WETLANDS (ACRES)
IMPACTS TO NON-JUR
1.32
0.20
WETLANDS (ACRES)

Form DCM MP-1
_ LIB
AT
A��
(To be completed by all, applicants)
1. APPLICANT
a. Landowner:
Name Eagle Point Golf Club
Address 300 N. Greene St._.
Suite 2190
City Greensboro State wr
Zip 27401 DayPhone336-378-9700
Fax [phone]
b. Authorized Agent: Greg Hetzler, P.E.
Name McKim & Creed Engineers_
Address 243 N. Front Street
City Wilmington State NC
Zip.28401 Day Phone [phone]$
Fax [phone]
c. Project name (if any) "Eagle Point
Golf Club
NOTE: Permit wiQbe rssuedin na.�me of
(andbiV7 r,$), and�or pr-0Ject name.
2. LOCATION OF PROPOSED
a. County New Hanover
b. City, town, community or landmark
Revised OW95
Porters Neck Plantation
c. Street address or secondary road number. & .. B a 1 d E a g l
Corner of Portgrg Neck Road
&:.Bald Eagle Lane
d. Is proposed wort: within city limits or planning
jurisdiction? x Yes No
(New Hanover Co. Plannin Dept.
e. Name of body of water nearest project e.g.
river, creek, sound, bay)
Little Creek; AIWW
3. DESCRIPTION A'_iD PLAL USE
OF RQPOSED PRCtTFCT
a, List all development activities you propose (e.g.
building ahome, moteL marina, bulkhead, pier,
And excavation and/or filling activities.
18 hole Private Golf Course
With c uhouse, maintenance
building: Guest Trnam hcma Ninehole
Par. 3 golf course F. mis^ Tons
and roadways.
b. Is the proposed activity maintenance of an
existing project, new worm or both. New Work
c. Will the project be for public, private or
commercial use? Private club
d. Give a brief description of purpose, use, methods
of construction and daily operations of proposed
project: If more space is needed, please attach
additional pages. An 18 hole Fazia-degignea
golf course is planned for exclusive
Private use by + 200 Members and their
guests. A clu house with surrounding
cottages will be bui' t no liomes on
the fairways are planned naiiv
operations will be by the noted BMP's
and all grading/cleaning will be by the
attached plans.
a

Form DCM-MP-1
4. AND AND WATER
CHARACTERISTICS
a Size of entire tract 2'* 0 acres
b. Size of individual lots) • .N/A
c. Apprommate elevation of tract above MRW or
NW-L + 24 Ft. MS1 Avg.
d. SSoil tvT� e(s) and texture(s) of tract
Kena�sville; Stallings; Seagate
(seemap)old growth Pine;
e. Ve etation on tract �'
Yobhg Pine in o fields; Hardwood &
saltmarsh along Little Creek"
f. Man-made features now on tract Old
field roads; fields; Hurricane debris
g. What is the CAMA, Land Use Plan land
classification of the site? (camntt dte focal rand use plot)
X-- Conservation (nershL_ Transitional
Developed Community
X Rural(rescurce Other
probactim)
h. How is the tract zoned by local government'
R-20
L Is the proposed project consistent with the
applicable zoning? x Yes No
(Atrach caning compliance certificate, if applicable)
(N. H. Co. Planning Dept.)
j. Has a professional archaeological assessment
been done for the tract? X Yes No
If yes, by whom? Ongoing by 'I r 'ItA
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No .
1. Are there wetlands on the site? Yes No
Coastal (marsh) Yes Other Yes
If yes, has a delineation been conducted? Yes
(Amcb dow =tadaL if available)
See attached 404/CAMA wetlands trap
signed by C.O.E.
Revifed 03/95
m. Describe testing wastewater treatment facilities.
Fut , .domestic waste from clubhouse
and
gues omes will be by septic/LPP
onsi e: Later will tie into Co. sewer.
n. Describe location and type of discharges to
waters of the state. (For example, surface runoff,
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
None proposed
o. Describe existing drinking water supply source.
Castle Hayne and Pp_c- Dee aquifers
are available.
5. ADDITIONAL LN--FORNMATION
In • addition to the completed application form; the
following items muse be submitted:
* A copy of the deed (with state application only) ( Attached )
or other instrument under which the applicant
claims title to the affected properties. If the
applicant is not claiming to be the. owner of said
property, then forward a copy of the deed or other
instrument under which the owner claims title,
plus written permission from the owner to carry
out the project.
* An accurate, dated work plat (including plan (Attached)
view and cross -sectional. drawings) drawn to scale
in black ink on an 8 ''/z" by 11" white paper. (Refer
to Coastal Resources Commission Rule 710203 for
a detailcd description.)
Please note that original drawings are preferred and
only high quality copies will be accepted Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to

Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
* A Stormwater Certification, if one is necessary.
(Pending Linda Lewis s Approval)
* A list of the names and complete addresses of
the adjacent waterfront (riparian) landowners
and signed return receipts'as proof that such
owners have received a copy of the application
and plats by certified mail. Such landowners
must be advised that they have 30 days in which to
submit comments on the proposed project to the
Division of Coastal Management. Upon siding
this form, the applicant further certifies that such
notice has been provided
Name See Attached
Address Haaenalum of
Phone Ib Ripara-an
ers
Name
Address
Phone
Name
Address
Phone
* A list of previous state or federal permits
issued for work on the project tract. Include permit
numbers. ppermittee, and issuing dates.
Sediment Control Pexmit #98-issued/1998
ttached) * A check for 5250 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of
processing the. application.
N/A * A signed AEC hazard notice for projects in
oceanfront and inlet areas. -
N/A A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S.113A -1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERNLSSION
TO ENTER ON LAND
I understand that any permit issued in response to
this application will allow only the development
described in the application. The project will be
subject to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity- complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the
aforementioned lands in connection with evaluating
information related to this permit application and
follow-up monitoring of the project.
I further c.-r* that the information provided in this
application is truthful to the best of my knowledge.
This is the 4th!day of September , 19 98
Print Name '.fc 7 - ,
Signature
Landowner or.dut tarred Agent
Please indicate attachments pertaining to your
proposed project.
D,: IM MP-2 Excavation and Fill Information
DCM N1P-3 Upland Development
DCM NJP-4Structures.Information
�CM MP-5 Bridges and Culverts
DCNI NIP-6 Marina Development
IVOTE. Please sign and date each attachment in
the space provided at the bottom of each
form.
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
a. Type and number of buildin s, facilities units or
structures proposed 1 clublgiouse with 4
Private guest villas and maintenance shed
b. Number of lots or parcels
None
c. Density (give the number of residential units and
the „nits per acre) + 1 unit per 12 acres
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. + 180 acres for
Golf Course grading/cleaning
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? x Yes No (N. H. Co . )
If yes, date submitted 6/24/98 Approved
7/27/98 by Beth Easley
f List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved
surfaces. Asphalt entrance road: some
concrete sidewalks and cartmths
entrances: most length of cart path
is grass.
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.0-VIT _ P _
withing AEC;q% for entJ _e project.
(5)
h. Projects that require a CAMA Major
Development Permit may also require a Stormwater
Certification. Has a site development plan been
submitted to the Division of Environmental
Management for review?
x Yes No
If yes, date submitted 6/26/98
L Describe proposed method of sewage disposal.
Septic/Lpp with future tap into
County sewer.
j. Have the facilities described in - Item I. above
received state or local approval? No
(Attach appropriate documentation)
kc Describe - location and type of proposed
discharged to waters of the state (for example.
surface nmof� sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
None (No Direct Discharge Proposed)
L Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
;`Deep wells scattered abort
m. Will water be impounded? __x_Yes No
If yes, how many acres? tyP_w =,9 I �
Construction on uplands + 26 acres
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
Eagle Point Golf Club
Appi tor7k' tN
Ignatur
September 4, 1998
Date
Revised 03195

Form DCM-MR5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
1 BRIDGES
a. Public Private X
b. Type of bridge (construction material)
Fkw nil -mart- ( -Cast )
c. Water body to be crossed Iv b 'd e
*16pA Upper end of "Litt � r ek"
d. Water depth at the proposed crossin at ML`JJ or
NWL + 8 inches to 12 inches
e. Will proposed bridge replace an existing bridge?
Yes X 1 No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
f. Will proposed bridge replace an existing
culvert(s)? Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert
above the MHW or NWL NIA
Revised 03195
(4) Will all, or a part of. the existing culvert be
removed? (Explain) NIA
g. Length of proposed bridge + 24'
h. Width of proposed bridge + 30'
I. Height of. proposed bridge above wetlands
-5:- Ff= above MHW at its top
j. Will the proposed bridge affect existing water
flow" Yes X No
k Navigation clearance underneath proposed bridge
Not wavigable at present
I. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
m. Will the proposed bridge cross wetlands
containing no navigable waters?_X Yes No
If yes, explain This entrance bridge/box
culvert will cross noavigable waters
which extend into headwaters o
Litt -le
n. Have you contacted the U.S. Coast Guard
concerning their approval? Yes X No
If yes, please provide record of their action.

Form DCM-MP-5
2 CULVERTS
a. Water body in which culvert is to be placed
Little Creek
b. Number of culverts proposed One
c. Type of culvert (construction material. style)
Pre -cast concrete
d. Will proposed culvert replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge NSA
(2) Width of existing bridge —N7K—
(3) Navigation clearance underneath
existing bridge N/A
(4) Will all, or a part of, the existing bridge
be removed? (Explain)
e. Will proposed culvert replace an existing culvert?
yes_ x No
If yes, N/A
(1) Length of existing culvert
(2)- Width of existing culvertN/A
(3) Height of the top of the existing culvert
above the 1VIHW or A1W L N/A
(4) Will all, or a part of, the existing culvert
be removed? (Explain) N/A
f Length of proposed culvert2AF
g. Width of proposed culvert 30 Ft'.
h. Height of the top of the Rr%poFseed culvert above
the MHW or NWL —
I. Will the proposed culvert affect existing water
flow? Yeses _ No
If yes, explain
Revised OW95
0
j. Will the,�ioposed culvert affect existing
navigation potential? Yes x No
If yes, explain
3 EXCAV 'IA ION AND FIIz ,
a. Will the placement of the proposed bridge or
culvert require any excavation below the MHW
or NWL? Yes X No
If ves,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated_ . H4A
(3) Depth of area to be excavated 1J/A
(4) Amount of material to be excavated in
cubic yards N/A
b. Will the placement of the proposed bridge or
culvert require any excavation within:
Coastal Wetlands_SAVs_Other Wetlands
If yes,
(1) Length'of area to be excavated_ No
(2) Width of area to be excavated
(3) Amount of mWrial to be excavated in
cubic yards
c. Will the placement of the proposed bridge or
culvert require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated-2;. '
-(2) Width of area to be excavated + 30'
(3) Amount of material to be excavated in
cubic yards
+ 210 cu. yds.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
uplands sD, Pad n„t
(2) Dimensions of spoil disposal area
misc tee hox
(3) Do you claim title to the disposal area?
X Yes No
if no, attach a letter granting perrnission
from the owner.

.ri
Form DCM-MP-S
(4) Will the disposal area be available for
future maintenance? Yes No
(5) Does the disposal area include any coastar
wetlands (marsh), SAVs, or other
wetlands? Yes X No
Ifvex_ give dimensions if different from (2)
above.
(6) Does the disposal area include an-,- area
below the MHW or NWL?
Yes X No
e. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item.d. above) to be placed
below MHW or NWL? Yeses_ No
If yes,
(1) Length of area to be filled NZA
(2) Width of area to be filled NSA
(3) Purpose of fill N/A
f, Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
within: No
Coastal Wetlands _SAVs_Other Wetlands
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N A
(3) Purpose of fill N/A
g. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material material described in Item d. above) to be
placed on highground? Yes X No
If yes,
,(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill _
-4. GENERAL
a. Will the proposed project involve any mitigation?
Yes No
If yes, explain in detail
Revised 0195
0
. I-
b. Will the proposed project require the relocation
of any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the
construction of any temporary detour structures?
Yes No
d. Will the proposed project require any Nvork
channels? Yes X No
e. How will excavated or fill material be kept on
site and erosion controlled? Silt fences and
vegetative plantings
f. What type of construction equipment will be
used (for example, dragline, backhoe or hydraulic
dredge)? backaae/trac-k hrn rinzan
and dui tnick
g. Will wetlands be crossed in transporting
equipment to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or
culvert require any shoreline stabilization?
X Yes No
If ves, explain in detail 2 small concrete
wing walls landward of all marsh cuss
Eagle Point Golf Club
Appl' t or Pro 'ect Nape
Signature
Date
September 4, 1998

SITUS Owner & Address e
Peter Pepland
148 Renwick Court
8013 Bald Eagle Lane Raleigh, NC 27616
James K. Larrick
8017 Bald Eagle Lane
8017 Bald Eagle Lane Wilmington, NC 28411-9304
Rodney B. & Jean B. Croom
8029 Bald Eagle Lane
8029 Bald Eagle Lane Wilmington, NC 28406-9304
Terry Rosenfelder
P. O. Box 4027
8033 Bald Eagle Lane Wrightsville Beach, NC 28480
Frank J. Knoll
5406 Mason Street
8037 Bald Eagle Lane Midland, Michigan 48640
Otis H. & Kathryn B. Johnson
8041 Bald Eagle Lane
8041 Bald Eagle Lane Wilmington, NC 28405-9304
Fred G. 8, Nancy L. Petters
8101 Said Eagle Lane
8101 Bald Eagle Lane Wilmington, NC 28405-9306
Jean S. Crawford
8700 Bald Eagle Lane
8105 Bald Eagle Lane Wilmington, NC 28411
Bobby B. Morgan
110 Buckeye Drive
8109 Bald Eagle Lane Wilmington, NC 28411
Donald & Phyllis Wedgeworth
719 Sidney Avenue
8113 Bald Eagle Lane Florence, SC 29505-3332
O. Dallas McElheney
8117 Bald Eagle Lane
8117 Bald Eagle Lane Wilmington, NC 28411

8121 Bald Eagle Lane
8125 Bald Eagle Lane
8129 Bald Eagle Lane
8133 Bald Eagle Lane
William R. & Phyllis Tumor
312 Westridge Drive
Raleigh, NC 27609-5219
E. H. & Jean G. Fernandes, etux
8136 Bald Eagle Lane
Wilmington, ND 28406-9305
Elbert H. Fernandes, etux
8136 Bald Eagle Lane
Wilmington, NC 28406-9305
Elbert H. Fernandes
8136 Bald Eagle Lane
Wilmington, NC 28405-9305
Theresa Henderson Hoyle
2501 Middle Bound Loop Road
Wilmington, NC 28411-7831
E2•

VICINTlt MAP
LAND MANAGEMENT GROUP, INC

N
---�
Emir -
Scale 1 ^ 500'
Phase i Review Land Management Group, Inc. 1993 NAPFI
for the Environmental Consultants Black & White Photo
Porters neck Plantation Tract Wilmington, N.C. VViImington, NC
iew Hanover County, rile I February 1998

1971 SCS PHOTO
NEW HANOVER SOILS MAP
5.
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a.` , �� ;•:
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I . • .. r. � riefl�iS�turi�llaIr.' _ _ _ ..��� .ti � � � =� 'r � ROUTING PLAN
\ ;tiesin ;s bordered by Imp sandy
MARCH 17, 1998
REVISED MAY 5,1998
r'+sr . \ z. sy�; y4,, ss''s_ _ ~•• '31 I 'Rfl' 0 AW22 J9lJ
,. 1 3 •e!1 3
� y , �w •a.n,'.. t. �' a ;'•`�+ +, ` - °` � a sw � .REVISED.AIHI:Z{.1M. .
Ail trees on plan in be planted after grading is LwmN • - :''� „ a" . . ••.• m~ # A r r `
�.-- �i `+Ynei��".... �„nJr�a 9ott Ma solo alaJ[ wenE xsa DI. atn
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li Holes 12 and l7 - r ^�' - � ,! ti�,l `ate; ' i•�{I:1 t Jr �1 - t� r� r 11` � � 60a
Build large ridge to separate holes Fill 12�15"
Large cut to create sandy beaker jo �v I Ipo Sao
darans �' �� scv�l'-3ao J
Fmnt d tees m add drama and ge HWes 12.1.6 and 1 g
Hole 16 Build mounding to elevate
Cm 5-15• to lake water surface tees for dramatic downhill shot r
Hole 19
to create relief Expand atsh a n to protect Exisuna Welland limit - TIDALtL&M
Wce surfax elentioa 11Y. tpcistiug tidal wetland and generate fill. OPr1ONf OUM CARTAATH
OVER t rAMU
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'NWIH CAROUNA, NEW HANOVER COUNTY
I MARTIN R STQIGHTON RLS L-372N, CLRiT:Y
♦THAT TINS PLAT YMS ORANN UNOM MY
SLPERWSUN FROM AN ACTUAL SURVEY MAIZE
FW G N TMRE � NA�JOVER CpA/1Y RESTRY AND
AEFERENCEO SURVEYED
MAI ANY LINES NOT
ACTUALLY PLOTTED ROM N R BROKEN LINES
AND
CARE EON; THAT
T THE
NATIO Or
C
AOIEO CURATE; THAT ME RATIO D rREFASOI
AS CALCULATED BY LATITUDES AND C`PARTURES
15 1:lO.Op04; THAT ME AREA IS COMPUTED
BY COORDINATE METHOD: MAT MIS PLAT WAS
PREPARED N ACCORDANCE WM G.S. 47-3D AS
AMENDED. MTNESS MY ORINAL SIGNADIRE,
REGISTRATION NUMBER. AND SEA.
A
TFas 'HE
DAY DF ---- --. !Z- A.D..1196
MARTIN R. STOU L-172/
RrG. .RED LAN .—
TWAT THIS SURVEY CREATES A SUBDIVISION OF LAND
MMN THE AREA O A COUNTY ON MUNICIPALITY
THAT
HAS AN ORDNANCE THAT REGULATES PARCELS
I
OrA
M.R N11 5 (N LL-3727
RFOSTFNEO S/IF„EYTR
tH rA
IC
L-37
TIE \ \
\ NO36.24B"1W \
3e.24' \
.» CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS ».
NORM CAROLINA. NEW HANOVER COUNTY.
FEED FOR RF.OSTRATON ON THE -----DAY or______
AT_-- (A.M. / P.M) AND DIMLY RECORDED IN IMP BOOK__
AT PAGE___-
--- RE -SEA---
••• CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENT ...
I ACKNOWLEDGE THAT N131MER ME STATE NOR THE COUNTY 94ALL BE
RESPONSBL[ FOR MAINTENANCE OF ANY 6TREE75, PARKS, ORMNAOE,
OPEN SPACE OR OTHER AREAS WINCH ARE DESGIAATED FOR PRIVATE
USE . I ACKNOWLEDGE THAT PRIOR TO CONTRACTING MIN A
PROSPECTIVE BUYER. I SHALL GIVE THE BUYER A MITTEN STATEMENT
WHICH
DISCLOSES 11E ERISIENCC AND LOCATON Di SUW PRIVATE
AREAS E SAPP GAIN.
ME MANTENANCE RESPONSOAATIES FOR
SAYE. MEN APPUGBIE. THE STATEMENT SMALL DISCLOSE MAT THE
STREETS ILL NOT BE CONSTRUCTED TO MINNUN STANDARDS
SUFFICIENT TO ALLOW THEIR INCLUSION ON THE STATE HIGHWAY
SYSTEM FOR MAINTENANCE
��__ __ SIGN�TIIR� OT OWNFR
.» CERTIFICATE OF OWNERSHIP. DEDICATION AND .ERISOCDON -
ANND DFF�S5CCRBED HEREON 'ATM TNUTO EERRCBr AOOPENT TENIRS'PPLAN IF
SUBpINSION MM Mr 0'AN FRCS �25ENT ANU DEDICATE ALL
stREE15, ALIiTi, wNxS5,, vARNS�, CONSERVATION SPACE AND ONION
AREAS TO PUBLIC Q PFNVATE & AS NOTED ALL ROADS AND
DRAINAGE EASEMENTS ARE DEDICATED FOR PUBTURLIC UTILITY PURPOSES.
THETHE SUeUH490M JJUR15pICTpN K SHOWN NEW XDVER NCONTT'. IS LOCAMMN
SON J -___
A» CERTIFICATE NSCUNMMG WAIM/SMER SUITABILITY .»
CAI VHSO 01R0 AEW HANOKR CCINTY APPROVAL O' TMS PLAT,
APPROVALRFORNON STE SEWAGE DISPOSAL SYSTEMS, ORR PFDA
INDIVIDUAL WATER SUPPLY SYSTEMS.
LEGEND
a VON FOUND
0 IRON SET
o CONCRETE MONUMENT FOUND
p PK NAIL FOUND
NOTES:
I. ALL DISTANCES SHOWN ARE GROUND HORIZONTAL.
2. ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED.
3. IRON STAKES HAVE BEEN SET AT ALL PROPERTY CORNERS
UNLESS OTHERWISE NOTED.
4 CONCRETE MONUMENTS ARE CONTROL CORNERS.
3. SOURCE OF TITLE: DEED BOON $24. PACE 560 OF THE NEW HANOVER COUNTY
REGISTER OF DEEDS.
6. NO NC GRID MONUMENT IS WITHIN 2000' OF SURVEYED TRACT.
7. PORTIONS OF THE PROPERTY SHORN HEREON LTS IN ZONE A71, 'AREAS OF 100
FLOOD, FLOOD FlOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED."
AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE
RATE MAP, COMMUNITY PANEL NUMBER 370159 0061 D. DATED APRIL 15, 1986.
11
1
1
1 PORTERS NECK COMPANY. INC.
1 44.809 ACRES '�'•
11
1
1
1
1 /
1 / /
1 /
1 /
/
1/
N/F 7,L MMIN
D= 00= 411 PA= 2513
M/4fO1TI O OISCLOSLAR w
MO RIN TARO NA TOASTS ARIA MANAGEMENT ACT
I IQmT ORTAr NAT PRd ICI dRIWHG ATA Df"= WN A
FM09ECTnE RIVER. I SMALL IABaAAE Nro 9d, ADM BITTER O
M S SECT RA ESIAE SNLL RETDM AND SOU, A STAIEK"
INCH FULLY AND ADNARY OBa095 NAi M BII N NAY NAME
RESPONSIBILITY TO DBTAAI A MTELOMEM FENMf ( NARI OR
1M,01 AID M AMNCT RI WIN]I AN APgrA MST BE Allen
N 10 OTAM AND PENT PRIOR TO ANY LWOOTUM 09
ACITWTY SIMECT 10 M WOARNOTS OF M ROMN GTROLAM
=TAL AREA MNIAMYRIf ACT.
DATE - 9 AM To or an
NIP Ts. wm
D® NOR ON PAGE 01
C I CHORD BEARING CHORD RADIUS DELI ARC
C N6050'11'w _ 79.96 93_O.B2 D4 D.
CC22 SSO69'It'EI 79.9IS' 990.62' M'37'3B' B0.
1 C31 NOSY] 2-E 321.541 310.00' 12-30 " 336.16
mITOAIE O OSLORK w
WIN Hit"? ONAIR' RCKG RAN IMRAODM
I cm NAT RIOA TO MIERIIC ANY ASNOT O AS
DIMMING: 111N A PR0.0'ELTIME BIWR, 1 SMALL PMFAAE AD
Sp. AD M BTRA O M 91KCf ATM 6TAi SHALL REAM
AMD SOL A STATIMNT 00 FULLY AND AEORAnLT O0 CM
nWT NE 9AiO REAL [SATE O A IDgnOI O NE 96ECT
F ERA 6 LMATFD WMII A FWOO MATAIO ARG IWB BMt
TEN
LNE
DART TLAM0 AM MANAGEMENT �OREKa"I ANS PRIOR TO THE
BSIANM M CONSRUCTKN FERMIS
-wil— W 0F ORlflf
-06jr`/ �''";&
A ~�IOY
MEW NANOVER
COUNTY
NT9
VICINITY MAP
NOT TO SCALE
NNY,
M'6sRN1R
J MINI �I
BOUNDARY SURVEY
L" i
OF
A PORTION OF TRACT i
AT
PORTERS NECK PLANTATION
HARNETT TWP., NEW HANOVER COUNTY, NORTH CAROUNA
for
cpk
PORTERS NECK COMPANY, INC.
1902 PORTERS NECK ROAD
WILMINGTON, NORTH CAROLINA 28405
TELEPHONE [phone]
$$p� FpRyl i.,e prepared by;
243 N. FRONT ST.
WILMINGTON, NORTH CAROLINA 28401
TELEPHONE [phone]
DATES OF SURVEY
AUGUST, 1987
FEBRUARY, 199E
SCALE: 1" •300'
O ISO 300 Boo 900
DATE : FTx 10, IH79B
MOECT : 03720050\54C12Fl10
nnE : BONAMr BMRvEr

" THIS CERTIFIES THAT INS COPY OF MS PLAT
IDENTIFIES AS WATERS AND WETLANDS ALL AREAS
I
OF WATERS AND WETLANDS REGULATED PURSUANT TO
SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED
BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE
T A CHANCE IN THE LAW E OUR PION FOR PERIOD OIIE
THIS MAY BE RELIED ON FOR A
EXCEED
T 145
NOT TO EXCEED PIE YEARS FROM MS OATS TNS
O
I
DETERMINATION WAS YAOE �111yJJJJTILRING THE 1987 CORPS
OF ENgNEER WETLAIpS JNEEAMANUAL
/
L
lIN. Y s ENa ERs REPRESENTATIVE
I
S�.y`) s�
�
I
I
28 YYIa., 1°1RB
I
�f�6: f4I1�141w� R•M G" L { 111O11NNfG td
`
-6 W,kk,,% (at"� 4A" T-VAI!
\
\ \ \ I
I
J"o11Lw;Iu' we4x4L-A
I
-P153
`I
\
PLANTATION VILLAGE
WETLAND AREA "A"
1
FLAG 9
NORTH EAST 111 11
\
1
199D93.94 2373474.25
2
3
1990e3.31 2373465.70 \I
129011"1 2373470.65
4
5
\114
199027.27 2373473.63 -
00 1914.04 2373495.55 20
5
7
1Po165.31 2373506.63
198944.22 2373522.11 /
i
p
11
ION04.62 2373534,91
196822.34 2373531.33 ISOLATED AREA "A"
=
12
196791.03 2373542.97 1s
I
13
14
15
198787,81 2373532.51
199510.29 2373514.14
11ee27.24 2373410.22
16
195830.44 2373455.93
17
I
19e651.52 2373442.oa
190557.38 23734149e
1
19
196574.20 2373400.07
20
198914.08 2373363.99
114
113
195987.88 2373364.53
109031.60 2373327.00
il2
111
190.2173191,13
190094.49 273250.0
10
1291011.55 2373273.9
100
10
12912109 237317.42
913&13 237331.0
104
NO3
109151 2373350
109154:62 2373347115
102 129140.95 2373427:89
1\ 101 109115.03 2373433.68
ISTLAND AREA "H' \ /
M9 B NORTH EAST
I t9elN6pptB6.,, 3IS5 2375079.7 WETLAND AREA 'C"
9 1NBs0.16 M297 3 FLAG 6 NORTH EAST
- _ _--_ -- ----•}- --- ---_-- •- ---..... FLAG / NORTH EAST
N/F J.L. DEXTER
DEED BOOK 411 PAGE 258
LOT 33 SECTION 2A
KIMBERLY ESTATES
MAP BOOK 26 PAGE 149
N/F T.F. WHITE
DEED BOOK 856 PAGE 21
WETLAND AREA "G"
FLAG /
NORTH EAST
B2
198201.03 2374633.12
IRS
196249.94 2374667.98
84
126253.98 2374700.34
BS
106280.50 2374702.28
B6
07
196296.94
"'SO
19636.41 237419.50
237473...e0717
Be
Be
196344
274B1 126362.72 2
BIG120360.00
436TT
all
e12
z3
19636.28 4G2
193213e 40305
013111300.55237491..72
10575Y34615
92.5 4105,713
CRETIFICATE OF ACCURACY:
THE IMMKE PATHFINDER PRO RL AND EXTERNAL ANTENNA MERE USED VOA�)�
FOR
FIX MODE WASWETLANDSUSSEED. POSITIONS THIS WRELY THE DIFFERENµALLY 3-D NCORRECTED WITH BASE FILES PROVIDED BY 714E NORTH CAROUNA
GEODETIC SURYYY (NCC )�BY USING THE POST -PROCESSING PROGRAM
IN THE PRO XLS SDFIWARE SUITE ►FINDER. THE NCGS BASE
STATION AT WASHI NGTON N.C. (LAT. 35-33-31.76/10 N KIILNOMETTERS FRgAW SIT WALLL AL yU�TTILLTI�2µEDAND ipl NI5 LESS
TS INCORPORATEA 1 AT
S5SSLEAECOND SYNGTHREEMONOUSI�EREADINGS, WTH THE SC SE 677A(ION. THEHORIZONTAL ACCURACY FOR THE OKFERENTIALLY CORRECTED DATA ISR B
1 METER OR LESS,
NUH
BASED
I19 TWK 11E CURRENT,�J1p STATUS
S0YaE11 THE v1 S A.glktiOIAELSONCor A' .033 ACRESM AR A AT
OR LACA� ARLI T 0.14 CW S�(A�ry. THEN EVEN TIEEDECISION IN
" Istt in IERP VE SED. AMC COS WALL. ASSEIIT ,RIRISDICTION OVEII THE REFERENCED
NAM `
WETLAND AREA "B"
FLAG 0
NORTH - EAST
1
2
197751.10 2374877.06
127011.46 23741119.53
3
4
79751 57 23747SIL41
1110117." 2374732.31
5
197e24.68 2374704.s]
6
197527.28 237480597
7
197B34.44 23746211t77
9
1978830.17 237445574.47
la
11
IB7661.75 1374373.20
197R63.27 237452LB2
12
197811MAG 2374505.16
13
14
197878.59 1374487. 2
127564.91 2374487.12
15
197539.58 2374413.79
18
17
197023.99 2374377.42
197019.29 2374708.62
114
113
117e16.79 237se47.eo
197SO7.11 2374372.42
112
110
197794.77 2314613.12
197787.39 2374629.43
102
105
197766.ee 237"".37
197730.48 2374684.24
107
197746.84 237470LOO
106
105
197738.23 2374730.04
197743.32 2374749.20
104
19775L63 2374779.40
103
197741.63 2376797.12
102
101
19774e.13 2374619,31
197744.13 2374937.90
N/F G.E. HOYLE
MAP BOOK 7 PACE 14
WETLAND AREA "r
MG I
NORTH EAST
C1
116146.21 2374753.40
C2
196107.58 2374755.33
C3
190054.05 2374739.43
C5
195050.44 2374808.01
CS
196094.09 2374OW43
C7
19e117.77 137450.111
GB
11e147.99 2374e31.57
C9
196156.03 23749%39
CIO
116173.32 2374770.39
M07ES:
1. NOT PREPARED FOR RECORDING AS PER OS 47-30 AS AYENOEO.
2. WETLANDS WERE DELINEATED BY LAND MANAWANDIT, INC.
3. ALL COORDINATE VALUES ARE NORTH CAROLINA STATE PLANE. MAD LT.
PORTERS NECK PLANTATION
WETLAND AREA "D"
EXISTING FARM ROAD
MG / NORTH
Al 107097.02
EAST
2375134,01
WITH CULVERT FROM
POINTS 42-43 AND I-101
A2 1/7117505
1375140.SB
0
5 1
1
A3 1976e55e
A4 197675.41
AS 127e13.95
2]75162.27
237310.55
2375164.42
42 ISOLATED AREA "0"
114
`. At A%
AREA 7'
1° :.-" A1""fj^•
!!(
DITCH THROUGH UPLANDS
FROI POINTS 34-52
'_
FRESH WATERS OF THE U•s• SS 7
FLAG I
NdI1N EAST
]s
197300.23 237514e.1
31
37
117608.41 2375107.5 B
117e43.91 23750563
3e
117077.311 2375m:l
39
107702.63 2374973.5
4411
42
1977K07 23749223.7
1:776244 2374593.9
43
44
117755:99 2374115.1
197747.73 2374902.a
45
46
197711.44 2374914.2
197850.90 2375001.0
47
N
197638.54 2375029./
197616-40 2375051.6
41
so
197601.14 2375097.7
197675.30 2375134.3
APPROXIMATE COOK OF WATERWAY/
(LOCATION TAKEN FROM N.X.
COUNTY TOPO MAP)
AREA 9
ISOLATED AREAS
'O'
AREA
B10 90
155
95 AREA "F"
16O C1 C4_ AREA "E' 1s
ISO
2 * � D5 3 -
�
145 C5 01 02 100 -
LEOEFID �
m
WETLANDS
X 231 WEILAND FLAG
.1.
VICINITY MAP
ro
NOT 10 SCALE
NEW HANOVER
Aw 17
COUNTY
B
B
NIP cpw i
W%to,
SITE-
477�.
t� 15 "4°B/gtz
WETLAND SURVEY
10 5
7 OF
mGLE POINT GOLF COURSE
�alT') HARNETT TOSP., NEW HANOVER CO., NORTH CAROLINA
00
Gap
for
_ '�0� f 1 EAGLE POINT GOLF CLU$
\'J)
300 NORTH GREENE STREET, SUITE 2190
,y,GREENSBORO, NORTH CAROUNA, 27401
\°ha6 TELEPHONE: [phone]
N24 �
123 115 _ \`wv
`W
rLNOIAREA
REAST
DDp1 1gq04p022.28 p2p37y4p9�19]�91�.ppe669
D3 196065.59 2373048.77
pp�S 1pppppppp1.55 2373014.35
D6 196059.86 237421 01
PREPARED BY:
243 NORTH FRONT STREET
KILNINGTON, NORTH CAROLINA 29401
MAY 10. logo
SCALE: 1'-300'
IS 150 3D7GDG 900
,6MC KIM&CREED
DATE ; MAY 19, 1198
PROJECT ; 1412D001 4EILAND
TITLE T

APPENDIX A
0
COMPENSATORY MITIGATION PLAN
FOR EAGLE POINT GOLF COURSE
Prepared for:
Eagle Point Golf Course
Greensboro, North Carolina
Prepared by:
Land Management Group, Inc.
Wilmington, North Carolina
Job # 01-98-183
July 1998

TABLE OF CONTENTS
LIST OF FIGURES .................................................... iii
LIST OF TABLES .............................................. .....iv
INTRODUCTION..................................................... 5
IMPACT ASSESSMENT ................................................ 5
MITIGATION ................................... .............. 5
MITIGATION REQUIRED ......................................... 6
HYDROLOGICAL CREATION ...................................... 6
VEGETATION CREATION ........................................ 6
LITTORAL SHELVES ....................................... 7
MONITORING PLAN .................................................. 7
HYDROLOGY.................................................. 7
VEGETATION .................................................. 8
MITIGATION IMPLEMENTATION SCHEDULE .............................. 8
SUMMARY.......................................................... 8
LITERATURE CITED .................................................. 9
FIGURES AND TABLES ............................................... 10

LIST OF FIGURES
Figure 1. Vicinity map of Eagle Point Golf Course 11
Figure 2. Development Plan of Eagle Point Golf Course ..................... 12
Figure 3. Example of vegetation zonation in Creation Areas ................... 13
Figure 4. Illustration of Pontedaria cordata (Army Corps of Engineers 1977). ..... 14
Figure 5. Illustration of Scirpus robustus (Army Corps of Engineers 1977). ....... 15
Figure 6. Illustration of Spartina patens (Army Corps of Engineers 1977)......... 16

iv
LIST OF TABLES
Tabie i . iiiustration of ratios used. ...................................... 17

A
INTRODUCTION
This mitigation plan was developed to offset the impacts to 1.32 acres of
isolated, non jurisdictional wetlands associated with the development of the Eagle Point
Golf Course in New Hanover County, North Carolina (Figure 1). The plan was
developed in association with a.CAMA major permit. Compensatory mitigation will
consist of the creation of 2.46 acres of freshwater marsh; a ratio of 1.86 acres of
creation per acre of impact. The created wetlands will be monitored for a period of five
years. Even though the created wetlands will meet mitigation requirements, additional
5'-15' littoral shelves will be created around golf course lakes where topography and
other concerns will allow.
IMPACT ASSESSMENT
The development plan (Figure 2) shows impacts to 1.32 acres of isolated, non -
jurisdictional wetlands. Of these impacts, 0.23 acres are for golf course impacts and
1.09 acres are for conversion of woody wetland to fresh water marsh. Thus the majority
of the impacts will merely shift the impacted wetlands from one classification to another.
All impacts are to isolated wetlands, no impacts to jurisdictional wetlands are proposed.
Therefore the wetland impacts will not impact wetland biogeochemical functions.
MITIGATION
Wetland mitigation will consist of freshwater marsh creation along the golf
course. Three creation areas containing a total of 2.46 acres are shown in Figure 2.

L
The final mitigation ratio is 1.86:1.
MITIGATION REQUIRED
Since none of the proposed impacted wetlands are under Corps jurisdiction,
DWQ mitigation ratios were utilized. DWQ mitigation criteria based on distances from
surface water. Distances were measured from mean high water. Table 1 illustrates the
process in which actual required acreage was determined. Total impacts of 1.32 acres
were determined to require 2.33 acres of mitigation; a 1.76:1 ratio.
HYDROLOGICAL CREATION
The creation areas will be excavated to acceptable engineering grades to allow
for marsh restoration. Strippings from the impacted areas will be saved and placed in
the creation areas to allow for a more suitable organic substrate.
VEGETATION CREATION
The goal of vegetation establishment is the creation of homogeneous stands of
vegetation along a water depth gradient with the deepest water occurring in the center
of the marsh, with a gradual decrease in water depths leading up to the edge of the
wetland. An example of this gradient is shown in Figure 3. Pontedaria cordata will be
planted in the middle of the marsh, Scirpus robustus in shallower water and Spartina
patens near the edge. illustrations of these species are shown in Figures 4-6. A five
foot upland buffer will be established with Baccharis halmifolia and Mlyrica cerifera.

7
LITTORAL SHELVES
Littoral shelves will be created where possible around golf course lakes. Shelf
dimensions will be dictated by topographic and golf considerations. Wetland plants will
be established at densities and compositions to be determined by the golf course
architect and course superintendent.
MONITORING PLAN
All creation areas will be monitored for five years or until the project is deemed
successful. Monitoring efforts will concentrate on hydrology and vegetation
establishment. Annual monitoring reports will be submitted to concerned agencies.
Each report will consist of a simple narrative with data analysis and reports on both
success and problem areas. Photographs of each creation area will be included.
Monitoring will be terminated once the project has been deemed successful. If the
project is not deemed successful at the end of five years, a contingency plan will be
implemented with the assistance of all concerned agencies.
HYDROLOGY
Three RDS WL-40 monitoring wells will be installed as shown in Figure 6 and
will have one reading per day. The success goal of hydrology creation will be the
establishment of a static water table at or within 12" of the soil surface for 5°%-12°% of
the growing season during periods of normal precipitation. The success criterion will

be the establishment of a water table at or within 12" of the soil surface for at least 5%
of the growing season during periods of normal precipitation.
VEGETATION
Three 30'x30' vegetation plots will be established adjacent to each monitoring
well. The vegetative cover of each well will be monitored using the coverage system
described by Daubenmire (1968). The success criteria will be a 70% survival rate,
including volunteer species, as measured by ground cover.
MITIGATION IMPLEMENTATION SCHEDULE
Weather permitting, the excavation and grading work will completed prior to the
end of the next growing season after the plan and permit have been approved. The
plantings will occur in the following dormant season.
SUMMARY
The applicant proposes to mitigate for the loss of 1.32 acres of non jurisdictional
404 wetlands with the creation of 2.46 acres of wetlands on -site. In addition, littoral
shelves will be created around golf course lakes where possible. All wetlands impacted
are isolated and non jurisdictional. The major wetland impact is the conversion of a
depressionai woody wetland into a fresh water marsh with herbaceous vegetation.
The wetlands will be planted based on a water depth gradient. All created wetlands will
be monitored for five years.

E
LITERATURE CITED
Daubenmire, R. 1968. Plant Communities: a Textbook of Plant Synecology. Harper &
Row Publishers. New York.
North Atlantic Division, Army Corps of Engineers. 1977. Wetland Plants of the Eastern
United States. Army Corps of Engineers. New York.

10
FIGURES AND TA13LES

ro
NEW HANOVER
COUNTY P
J
TTE
Figure 1. Vicinity map of
Eagle Point Golf Course.
Nam' 17
FUTCHCRCREEKRD
FAME
LAND MANAGEMENT
GROUP, INC
July 6, 1996
11
NOT TO SCALE
Eagel Point Golf Course
CAMA Major Permit
Mitigation Plan

2�
12
1

Itedada cordata zone
opus robustus zone
"tina patens zone
F%gu'6 , tcal example
of veg ion in wetland
creation
13
scale 1 cc =1 001
.AND MANAGEMENT
GROUP, INC
July 6, 1998
Ea AMA nt golf Course
Major Permit
Mitigation Plan

PICKERELWISED
ponteder.ia cordata
Located along muddy shores, in shallow water aid inland
and coastal fresh marshes throughout the Division -
A thick -leaved plant. often forming dense stands along
shores; 0.3 to 1 m tall. Leaves of various shapes; single
blades on the end of a stalk (similar to Sagittaria and Pel-
tandra); blade lance -shaped -broadly, egg -shaped, narrowly
triangular or heart -shaped. The flowering spike is located
on a stew with a single leaf; flow-
ers violet --blue; blooming from June
through November. Fruit matures on
the spike after upper paxt of flow-
er withers; 0.6 to 1.0 CM long.
.several recognized varieties found
in North America. Some individuals
consider the narrow lea-fe-d southern
variety (p. lanceolate) . to be a
separate species.
fr19ure 3Etion of
ppntedAta.
wildlife value is n+ot extensive
The seeds are occasionally eaten bY
waterfowl and small maaunals% may
serve .as shade and shelter for fish.
of Enaineers 1
LAND MANAGEMENT
GROUP, INC
July 6,1998
14
Eagel Point Golf Course
CAMA Major Permit
Mitigation Plan

15
wr
AMERICAN THREE —SQUARE
Scirpus americanus
Located in saline, brackish and fresh marshes and
along shores throughout the Division. Also known as
Chair -Maker's Rush and Sword -Grass.
A perennial sedge, stems erect, stout, sharply
triangular with 2 or 3 concave sides; 0.03 to 1.5 m
high; arising from long,dark brown rootstocks. Leaves
near the base (1 to 3) are long and narrow, sharp -
pointed, keeled, shorter than the stem (usually 5 to 60
cm long); forming a basal. sheath. The upper leaf above
the spikelets resembles a continuation of the stem; it
is slender, erect and pointed, 2 to 15 cm long. A
cluster of l to 8 oblong -oval, reddish brown color,
sharp tipped spikelets originate along the stem
(actually at the point where the stem and upper leaf
intersect); to 2.5 cm long; fruiting from June to
September.
See general description of wildlife value on
p. 17.00.
(U.S_ Army Corps of Engineers 1977)
LAND MANAGEMENT Eagel Point Golf Course
Figure 3. illustration of GROUP, INC CAMA Major Permit
Scirpus robustus Mitigation Plan
July 6, 1998

16
SALTMEADQW CDRDGRASS
spartina patens
Located in salt and brackish coastal marshes through-
out the Division. Also known as Saltmeadow Hay.
A perennial grass with smooth stems; 15-80 cm long.
spring stems arising from the mat of last years vegetation.
Two to 5 (normally 4) new, green leaves in spring; 0.5 to
2.0 tmn wide tapering to slender tips. One to 4 spikes on
the flowering stems; purplish; 1.0 to 6.0 cm long.
Often found in dense stands in the zone from mean high
water to the level of spring tides (shoreward of S. alzer-
niflora). Landward extent often indicates the beginning of
the transition zone.
important, but provides
_= less detritus than S.
alterniflora since it is
{ flooded less often. Im-
,portent as food to black
„ - ducks, geese and seaside
and sharptailed sparrows,
also used as food by
other ducks, shore and
marsh birds; roots and
plant eaten by muskrat
and deer; important
plant for controlling
erosion and storm damage.
(U.S. Army Corps of Engineers 1977)
Figure 3. Illustration of LAND MANAGEMENT Eagel Point Golf Course
Spartina patens GROUP, INC CAMA Major Permit
July 6, 1998 1
Mitigation Plan

17
Table 1 Illustrations of ratios used in determining mitigation needs. Section A shows
mitigation needs based on distance from surface water. Section B shows how this
compares with actual creation. Ratios are based on wetland creation.
(A)
Distance from Area (acres)
MHW (feet)
Mitigation Ratio
Area required
>1000 1.09
1.5:1
1.64
150-1000 0.25
3:1
0.69
FTotal
_ 2.33
Required ratio is 1.76 acres created per acre impacted.
(B)
Required_�!!gation (ac) 11.76
Actual mitigaMn (acres) 11.86
A

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. Davis Fennell
McKim and Creed
243 North Front Street
Wilmington, NC 28401
Dear Mr. Fennell:
-AA4&0 •
�ikwTy
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 1, 1998
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980634
Eagle Point Golf Club
New Hanover County
The Wilmington Regional Office received a Stormwater Management Permit Application for Eagle
Point Golf Club on June 26, 1998. 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 provide a separate calculation for the area within the 575' AEC to demonstrate
compliance with the 25 % low density required within the AEC. This can be done on the
application in the second drainage basin column provided in Section III, No. 6.
2. Please be aware that due to the collection system currently proposed, any future subdivision
of the land for development may not occur unless an engineered system is designed and
permitted. Low density subdivisions may not have collection systems.
3. Per my meeting meeting on April 22 with Greg Hetzler, the piping was supposed to only be
between the lakes, with OCCASIONAL low areas piped SHORT distances to a pond. The
proposed plans shows lots of low areas that are collected via catch basins and long runs of
piping. These areas must be minimized as much as possible. There is too much piping
proposed to be considered a low density project.
4. Please provide elevations / proposed grading for the roads, parking lots and clubhouse.
5. Please provide dimensions for the clubhouse.
6. Please provide a road section detail.
7. There are no sidewalks shown from the parking lot to the clubhouse. Please add these with
dimensions. Do you have a smaller scale drawing of the clubhouse and parking area? If so,
please submit a copy.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer. 509(o,recycled/-10%:post-consumer paper

Mr. Fennell
September 1, 1998
Stormwater Project No. SW8 980634
8. Please provide a location map on the plans with references to at least 2 State Road n
and the direction and distance to the nearest city or town. umbers,
Please note that this request for additional information is in response to a prelim' review.
requested information should be received by this Office prior to October 1, 1998, or the ap lication
mazy w. The
returned as incomplete. The return of a project will necessitate resubmittal of all required items will be
the application fee. including
If you have any questions concerning this matter please feel free to call me at (910) 395-39 00.
Sincerely,
I
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWAT\ADDINFO1980634.SEP
cc: Linda Lewis
William J. Armfield
Central Files

v
v MCKIN4&CREED-
4
AUG 17 1998
BST.
ft64-
August 13, 1998 M&C 1412-0001.OW
John Canada, President
Mr. Ralph Mork
Porters Neck Quality of Life Association
8324 Bald Eagle Lane
Wilmington, NC 28411
RE: MEETING AT EAGLE POINT GOLF CLUB
Dear Messrs. Canada and Mork:
Thank you for meeting the project team at the proposed Eagle Point Golf Club (EPGC) site.
Mr. Billy Armfield of EPGC, Mr. Beau Welling of Fazio, Bill Lynch and myself appreciated the
opportunity to personally discuss, review and hear the concerns the Association listed in your
letter dated July 14, 1998. Your concern is welcome.
As you had noted, the project has received the Grading Permit from New Hanover County.
Concurrently, the Stormwater Management Permit Application has also been submitted and is
currently being reviewed by the State.
To further update you on our permitting process, we have continued to involve the various
environmental and regulatory agencies in the project. We have made a conscious effort to do
this planning prior to submitting the CAMA Major Permit Application. We feel progress has
been made in this direction by involving CAMA, Office Of State Archaeology, Division of Water
Quality, COE, Fish & Wildlife, NHC etc.
I just wanted to take this time and briefly summarize our verbal discussions concerning your
important points which had been raised. To review these items, I have responded in the order if
your letter.
Environment: The Outstanding Resource Water (ORW) quality rating of Little Creek is a natural
asset and deserves proper attention. It is in our design methodology to not only conform to the
stormwater permit management criteria, but also to be aware of the Best Management
Practices (BMP's). For your information, these were some of Ed Brooks', Coastal CAMA
Representative, first concerns at our pre-CAMA permit meeting with him.
Entrance Location: As discussed, the project is being designed with the premise that heavy
patron traffic is not anticipated. In fact, one of the objectives of the founding membership is to
allow for the benefit of non-scheduled Tee times. The access from Bald Eagle Lane minimizes
length of driveways and affords an appealing vista to the club house. As traffic (players, not
construction.) will be very low; the entry on Bald Eagle Lane is not expected to distract from the
FXLERICAL1412\0001X081298jc Itr.doc
243 N. FRONT ST., WILMINGTON, NORTH CAROLINA 28401
TEI. 910.343.1048 FAX [phone] www.mckimcreed.com

August 13, 1998
Page 2
neighborhood. In fact, by centering the drive within the adjacent owned lots, the entry can be
better presented in the neighborhood while avoiding distractions on the adjacent lot owners. As
we said, construction traffic is presently only permitted off of Porters Neck Road .
Maintenance Building: As reaffirmed with you, Billy and Beau hear what your concerns are
and are looking at relocation site possibilities for the Maintenance building. Regarding
stormwater quality issues, we would proceed with obtaining a State stormwater permit and
follow BMP's concerning normal operations.
Zoning: All work within the property is being coordinated with the New Hanover County
Planning Department. Compliance with zoning criteria is intended.
Water Supply: Thank you for sharing personal history of local water well supplies. Our on -site
water supply study has continued to progress. Our Hydrogeologist recognizes your concerns.
Thank you for the time at the site. Please feel free to contact me should you have any further
questions or comments.
Sincerely,
McKIM & CREED ENGINEERS, P.A.
Gregory J. Hetzler, P. E.
Project Manager
/mry
cc Attendess: Mr. William J. Armfield, IV
Mr. Beau Welling
Mr. William O. J. Lynch
Mr. J. Andrew Banfield
cc by previous correspondence: Mr. Dexter Hayes
Mr. Wyatt Blanchard
Mr. Robert Stroud
Mr. Rick Shiver
Mr. Robert Guinnessy
Mr. Richard Donaldson
Mr. Preston Howard
Ms. Donna Moffitt
FACLERICAU1412\00011081298jc Itr.doc .
v,�.M��CIREED

AAA
TO: NCDEHNRNNater Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28401
ATTENTION: Linda Lewis
LETTER OF TRANSMITTAL
June 26, 1998
PROJECT NO: 1341 0002.OW
TASK NO: OO 01
RE: Eagle Point Golf Club
Stormwater Submittal
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ® Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ® Calculations ® Other -Application, Supplement
Drawing No.
Rev.
Description
Status
Quantity
3
Application, Design Narrative, and Low Density Supplement
G
Plans, Details
G
3
Supporting Calculations
G
3
Issue Status Code:
Action Status Code:
REMARKS
A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected -See Remarks
243 NORTH FRONT ST.. WILMINGTON, NC 28401 910 / 343-1048 FAX [phone]
cc: File (1412.0001(40)) MCIfIM & C EQ ENGINEERS, PA
Eagle Point Golf Club, LLC
William O.J. Lynch
Andy Banffield, Fazio Golf Signed
K. Davis Fennell, E.I.T.
\\MCE WIL\DATA\CAD\1412\0001\sw-trans6269B.doc

STORMWATER AND EROSION CONTROL
CALCULATIONS
EAGLE POINT GOLF COURSE
New Hanover County, North Carolina
Prepared for:
Eagle Point Golf Club
c/o Mr. William J. Armfield IV
300 North Greene St., Suite 2190
Greensboro, NC 27401
[phone]
Date: June 26, 1998
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Prepared by:
McKim & Creed
243 N. Front Street
Wilmington, NC 28401

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15) z7
Pond #4 Culvert Sizing
Worksheet for Circular Channel
Project Description
Project File
s:\1412\0001\civil\calcs\p4culver.fm2
Worksheet
POND#4 CULVERT
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.010
Channel Slope 0.001580 ft/ft
Discharge 23.50 cfs
Results
Depth
31.2
in
Diameter
31.18
in
Flow Area
5.30
ftz
Wetted Perimeter
8.16
ft
Top Width
0.00
ft
Critical Depth
1.63
ft
Percent Full
100.00
Critical Slope
0.003052 ft/ft
Velocity
4.43
ft/s
Velocity Head
0.31
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
25.28
cfs
Full Flow Capacity
23.50
cfs
Full Flow Slope
0.001580 ft/ft
O6/26/98 McKim and Creed Eng FlowMaster v5.08
09:21:36 AM Haestad Methods, inc. 37 Brookside Road Waterbury, CT 06708 (203; 755-1666 Page 1 of 1

Pond #2 Culvert Sizing
Worksheet for Circular Channel
Project Description
Project File
s:11412\0001\civil\calcs\p4culver.fm2
Worksheet
POND #2 CULVERT
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.010
Channel Slope 0.009600 ft/ft
Discharge 45.00 cfs
Results
Depth
28.4
in
Diameter
28.37
in
Flow Area
4.39
ft2
Wetted Perimeter
7.43
ft
Top Width
0.00
ft
Critical Depth
2.19
ft
Percent Full
100.00
Critical Slope
0.008308 ft/ft
Velocity
10.25
ft/s
Velocity Head
1.63
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
48.41
cfs
Full Flow Capacity
45.00
cfs
Full Flow Slope
0.009600 ft/ft
06/26/98 McKim and Creed Eng
09:25:04 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone]
FlowMaster v5.08
Page 1 of 1

Road Culvert C1 Sizing
Worksheet for Circular Channel
Project Description
Project File
s:11412100011civillcalcslp4culver.fm2
Worksheet
ROAD CULVERT C1
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.010000 ft/ft
Discharge 8.00 cfs
Results
Depth
16.3
in
Diameter
16.25
in
Flow Area
1.44
ft2
Wetted Perimeter
4.25
ft
Top Width
0.00
ft
Critical Depth
1.12
ft
Percent Full
100.00
Critical Slope
0.009899 ft/ft
Velocity
5.55
ft/s
Velocity Head
0.48
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
8.61
cfs
Full Flow Capacity
8.00
cfs
Full Flow Slope
0.010000 ft/ft
06/25/98 McKim and Creed Eng FlowMaster v5.08
07:42:23 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Road Culvert C2 Sizing
Worksheet for Circular Channel
Project Description
Project File
s:11412100011civillcalcslp4culver.fm2
Worksheet
ROAD CULVERT C2 SIZING
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.001000 ft/ft
Discharge 71.30 cfs
Results
Depth
56.8
in
Diameter
56.84
in
Flow Area
17.62
ft2
Wetted Perimeter
14.88
ft
Top Width
0.00
ft
Critical Depth
2.42
ft
Percent Full
100.00
Critical Slope
0.003694 ft/ft
Velocity
4.05
ft/s
Velocity Head
0.25
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
76.70
cfs
Full Flow Capacity
71.30
cfs
Full Flow Slope
0. 00 1000 ft/ft
06/26/98 McKim and Creed Eng FlowMaster v5.08
09:33:10 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Road Culvert C3 Sizing
Worksheet for Circular Channel
Project Description
Project File
s:\1412\0001\civil\caics\p4culver.fm2
Worksheet
ROAD CULVERT C3 SIZING
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Diameter
Input Data
Mannings Coefficient 0.013
Channel Slope 0.010000 ft/ft
Discharge 2.16 cfs
Results
Depth
9.9
in
Diameter
9.95
in
Flow Area
0.54
ft2
Wetted Perimeter
2.60
ft
Top Width
0.00
ft
Critical Depth
0.66
ft
Percent Full
100.00
Critical Slope
0.010613
ft/ft
Velocity
4.00
ft/s
Velocity Head
0.25
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
2.32
cfs
Full Flow Capacity
2.16
cfs
Full Flow Slope
0.010000 ft/ft
06/26/98 McKim and Creed Eng
08:37:32 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone]
FlowMaster v5.08
Page 1 of 1

Water Quality Swale #1
Worksheet for Trapezoidal Channel
Project Description
Project File
s:\1412\0001\civil\calcs\p4culver.fm2
Worksheet
Water Quality Swale #1
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.042100 ft/ft
Left Side Slope
5.000000 H : V
Right Side Slope
5.000000 H : V
Bottom Width
2.00 ft
Discharge
5.80 cfs
Results
Depth
0.37
ft
Flow Area
1.44
ft2
Wetted Perimeter
5.81
ft
Top Width
5.73
ft
Critical Depth
0.45
ft
Critical Slope
0.020120 ft/ft
Velocity 4.02 ft/s � 1J STA LL. � OT E L I h1 E K
Velocity Head 0.25 ft
Specific Energy 0.62 ft
Froude Number 1.41
Flow is supercritical.
06/26/98 McKim and Creed Eng FlowMaster v5.08
10:03:36 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Rage 1 of 1

Water Quality Swale #2
Worksheet for Trapezoidal Channel
Project Description
Project File
s:11412\00011civil\calcs\p4culver.fm2
Worksheet
Water Quality Swale #2
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.017000 ft/ft
Left Side Slope
5.000000 H : V
Right Side Slope
5.000000 H : V
Bottom Width
2.00 ft
Discharge
0.63 cfs
Results
Depth
0.15
ft
Flow Area
0.41
ft2
Wetted Perimeter
3.52
ft
Top Width
3.50
ft
Critical Depth
0.13
ft
Critical Slope
0.028126 ft/ft
Velocity
1.54
ft/s
Velocity Head
0.04
ft
Specific Energy
0.19
ft
Froude Number
0.79
Flow is subcritical.
06/26/98 McKim and Creed Eng
10:09:28 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone]
FlowMaster v5.08
Page 1 of 1

Water Quality Swale #3
Worksheet for Trapezoidal Channel
Project Description
Project File
s:11412100011civillcaicslp4culver.fm2
Worksheet
Water Quality Swale #3
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings ffo-efficient
0.030
Channel Slope
0.042000
ft/ft
Left Side Slope
5.000000
H : V
Right Side Slope
5.000000
H : V
Bottom Width
2.00
ft
Discharge
10.00
cfs
Results
Depth
0.49
ft
Flow Area
2.15
ftZ
Wetted Perimeter
6.96
ft
Top Width
6.86
ft
Critical Depth
0.59
ft
Critical Slope
0.018652 ft/ft
Velocity
4.64
ft/s
Velocity Head
0.34
ft
Specific Energy
0.82
ft
Froude Number
1.46
Flow is supercritical.
I " ST ALL S u T'L AF,-r 1.1 M E; e
LONILE JLe;F--M-ro?1 1S
ESTA r3U s KE7.
06/26/98 McKim and Creed Eng
10:12:40 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone]
FlowMaster v5.08
Page 1 of 1

Water Quality Swale #4
Worksheet for Trapezoidal Channel
Project Description
Project File
s:11412100011civillcalcslp4culver.fm2
Worksheet
Water Quality Swale #4
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.010000
ft/ft
Left Side Slope
5.000000
H : V
Right Side Slope
5.000000
H : V
Bottom Width
2.00
ft
Discharge
2.10
cfs
Results
Depth
0.32
ft
Flow Area
1.16
ftz
Wetted Perimeter
5.29
ft
Top Width
5.22
ft
Critical Depth
0.26
ft
Critical Slope
0.023300 ft/ft
Velocity
1.81
ft/s
Velocity Head
0.05
ft
Specific Energy
0.37
ft
Froude Number
0.67
Flow is subcritical.
06/26/98 McKim and Creed Eng FlowMaster v5.08
10:49:02 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

Water Quality Swale #5
Worksheet for Trapezoidal Channel
Project Description
Project File
s:11412\00011civillcalcslp4culver.fm2
Worksheet
Water Quality Swale #5
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.030000
ft/ft
Left Side Slope
5.000000
H : V
Right Side Slope
5.000000
H : V
Bottom Width
2.00
ft
Discharge
3.80
cfs
Results
Depth
0.33
ft
Flow Area
1.20
ft2
Wetted Perimeter
5.36
ft
Top Width
5.29
ft
Critical Depth
0.36
ft
Critical Slope
0.021366 ft/ft
Velocity
3.17
ft/s Z--SI��GI+�
SQT15- N Cr LiUck
Velocity Head 0.16 ft vc6c p►-nbrJ I S E—S-r
Specific Energy 0.48 ft
Froude Number 1.17
Flow is supercritical.
06/26/98 McKim and Creed Eng
10:58:33 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone]
FlowMaster v5.08
Page 1 of 1

Water Quality Swale #6
Worksheet for Trapezoidal Channel
Project Description
Project File
s:\1412\0001\civil\calcs\p4culver.fm2
Worksheet
Water Quality Swale #6
Flow Element
Trapezoidal Channel
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coefficient
0.030
Channel Slope
0.010000
ft/ft
Left Side Slope
5.000000
H : V
Right Side Slope
5.000000
H : V
Bottom Width
2.00
ft
Discharge
3.30
cfs
Results
Depth
0.40
ft
Flow Area
1.62
ft2
Wetted Perimeter
6.11
ft
Top Width
6.03
ft
Critical Depth
0.33
ft
Critical Slope
0.021803 ft/ft
Velocity
2.04
ft/s
Velocity Head
0.06
ft
Specific Energy
0.47
ft
Froude Number
0.70
Flow is subcritical.
06/26/98 McKim and Creed Eng
11:06:18 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone]
FlowMaster v5.08
Page 1 of 1

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