SW8980634_Historical File_19990823

State, bf North Carolina
Dep" artment 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:
'T NA I
A��
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 23, 1999
Subject: Permit No. SW8 980634 Modification
Eagle Point Golf Club
Low Density Stormwater Project
New Hanover County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Eagle Point
Golf Club on July 14,1999. 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 Modification dated August 23, 1999, 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This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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
adj udicatory 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 150B 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,
ick Shiver
Water Quality Regional Supervisor
RSS/arl: S:1WQSISTORMWATIPERMIT1980634.AUG
cc: Jeff Roney
Tony Roberts, New Hanover County Inspections
Wilmington Mlmwffice
Central Files
Linda Lewis
127 Cardinal Dr. Ext., 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 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE: STORIvIWATER MANAGEMENT PERMIT
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. This permit covers the construction of 709,953 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.
4. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division.
5. No piping is allowed except that amount as shown on the approved plans.
6. The built -upon area within the 575' AEC must be maintained at 25%. Currently,187,233 square feet of buildings and
parking is proposed within the AEC.

State Stormwater Management Systems
Permit No. SW8 980634 Modification
II. SCHEDULE OF COMPLIANCE
Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all impervious areas
and surface waters.
The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.
4. Prior to the sale of this project, in whole or in part, the following deed restrictions must be recorded with the Office
of the Register of Deeds and submitted to DWQ:
a. "The built -upon area is limited to 709,953 square feet. Construction of additional built -upon area will require
a permit modification."
b. "Construction of additional impervious areas such that low density requirements are no longer met must be
submitted to DWQ and a permit modification must be issued prior to construction. An engineered system
will be required, if allowed, to collect and treat the runoff from all built -upon area associated with the
project, including that area permitted under the low density option. If an engineered. system cannot be
permitted, the additional built -upon area cannot be allowed."
C. "Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with this development,
except as shown on the approved plan, is strictly prohibited by any persons."
d. "A minimum of 30' of vegetated buffer area shall be provided between surface waters and all impervious
surfaces."
Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the permitted development,
except for average driveway crossings, is strictly prohibited by any persons.
6. 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.
7. A copy of the recorded restrictions must be received by this Office within 30 days of the date of sale. The permittee
will also provide the name, mailing address and telephone number of the purchaser within 30 days of the sale.
8. The following items will require a modification to the permit. Revised plans, specifications and calculations must
be permitted prior to the penmittee 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 or sale of the project area, in whole or in part.
f. Filling in, altering or piping any vegetative conveyance shown on the approved plan.
9. The Director may determine that other revisions to the project should require a modification to the permit.
10. Swales and other vegetated conveyances shall be constructed in their entirety, vegetated, and be operational fortheir
intended use prior to the construction of any built -upon surface.
11 During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.

State Stormwater Management Systems
Permit No. SW8 980634 Modification
12. 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.
13. Within 30 days of completion of the project, the permittee shall certify in writing that the project has been
constructed in accordance with the approved plans.
14. The permittee shall submit all information requested by the Director or his representative within the time frame
specified in the written information request.
M. GENERAL CONDITIONS
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.
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 2H.1000; and North Carolina General Statute 143-215.1 et.
al.
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 permittee shall notify DWQ of any mailing address changes within 30 days of such change.
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 23rd day of August, 1999
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1-000,
-5- Z- V-
Kerr. T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980634 Modification
4

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMW,4TER MANAGEMENT PE?1IAM A,.PPLICATION FORM
This form may he 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
3. Mailing Address for person listed in item 2 above:
P. O. 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 Porter's Neck Plantation at intersection of Porter's Neck Rd. and Bald Eagle Lane
City: Wilmington County: New Hanover
6. Directions to facility (from nearest major intersection):
Approx. 2.3 miles east of the intersection of Market St. (US 17N) and Porter's Neck Rd.
7. Latitude: 34017'00"
Longitude: 77045'30"
8. Contact person who can answer questions about the facility:
Name: Gregory J. Hetzler, McKim & Creed Telephone Number:
IL PERMIT INFORMATION:
of facility
( 910 )343-1048
1. Specify whether project is (check one): New Renewal x 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 SW8 980634 and its issue date (if known) 12-17-98
Form: SWU-101 April 1998 Page I of 4

3. Specify the type of project (check one):
x Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check appropriate blanks):
x CAMA Major x Sedimentation/Erosion Control x 404 Permit
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two
pages) describing stormwater management for the project.
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.
3. Total Project Area: 216.81 acres 4. Project Built Upon Area: 7.10 %
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 format as below.
-Basin Information
Total Prcjea
AEC (isolated)
Receiving Stream Name
Pages Creek / ICWW
aag"gr4sk / ICWW
Receiving Stream Class
SA / SA-ORW
4A / SA-ORW
Drainage Basin Area
216.81 AC
42.70 AC
Existing Impervious* Area
0 SF
0 SF -
Proposed Impervious* Area
709,953 SF (16.3 AC)
187,233 SF (4.30 AC)
Impervious* Area (total)
7.52 %
10.00 %
-Impervious* Surface Area
Total Project
AEC (isolated;
On -site Buildings
43,050 SF
43,050 SF (.99 AC)
On -site Streets
75,024 SF
71,244 SF (1.64 AC)
On -site Parking
47,706 SF
42,234 SF (.97 AC)
On -site Sidewalks
484,661 SF (includes cart path)
30,705 SF (.70 AC) (w/cart path)
Other on -site
59,512 SF future maint. area
0 SF
Off site
see permit #SW8 900232
0 SF
Total:
E= 709,953 SF (16.3 AC)
E= 187,233 SF (4.30 AC)
• impervious area is aejmea 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: SWU-101 April 1998 Page 2 of 4

r
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 fret): Gregory J. Hetzler, P.E., McKim & Creed Engineers, P. A.
Mailing Address: 243 North 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 copy of the applicable Supplement Form(s) for each BW (see Attachment A)
• Permit application processing fee (see Attachment A)
• Detailed narrative description of stormwater treatment/management:
• Two copies of plans and specifications including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished 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 ofperson listed in General Information, item 2) Willian J. Armfield, IV
certify that the information included on this permit application form is correct, that the project will be constructed in
conformance with the approved plans, that the deed restrictions in accordance with Attachment 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 15,, NCAC 2H.1000. A
Signature:
Title: President
Date: 3 3 0- 9 9
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 thatportion of the right-of-way between the edge ofpavement
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 ofswimming 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 SW-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SW-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 New, Modification, or
Late Renewal
Low Density $225
High Density $385
Other $225
Director's Certification $350
General Permit $50
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a
Form: SWU-101 April 1998 Page 4 of 4.

Permit No.
(to be provided by DWp)
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: Gregory J. Hetzler, McKim & Creed Eng. Phone Number: [phone]
Number of Lots: 1 Square Feet Per Lot*: 9,444,244 (Overall Project)
1,860,012 (575' AEC)
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot.
U. 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 calculations 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 dived 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 Lots
Calculation:
OVERALL PROJECT
(216.81 x .25) - 1.72 - 14.58 = 37.90 AC
1
WITHIN 575' SETBACK
(42.70 x .25) - 1.64 - 2.66 = 6.3 8AC
1
Form: SWU-104 2/9/98 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
Form, the agent may initial below.
A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
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.
. Built upon area calculations are provided for the overall project and all lots.
. Project conforms to low density requirements within the ORW AEC (if applicable). [15A
NCAC 2H .1007(2)(b)]
Form: SWU-104 2/9/98 Page 2 of 2

Eagle Point Golf Club _ n
Stormwater Permit No. SW8
New Hanover County ` ,06-7tt
Designer's Certification
State Stormwater Management Systems
Permit No.
c9,=6 3
I, as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
t7,�q 4, (
ect)
for &) (Project Owner) hereby state that, to the best ofmy abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
ESS� 's
r+
2887
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SEAL
1:-

vM`KIM&caEeD
TO: DEHNR
127 Cardinal Drive
Wilmington, NC 28405
ATTENTION: Linda Lewis
LETTER OF TRANSMITTAL
DATE: July 14, 1999
PROJECT NO: 1412-0001
TASK NO:
RE: Eagle Point
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals ® Prints
❑ Specifications ❑ Calculations
❑ Shop Drawings ❑ Samples
® Other - letter/response
Quantity
Drawing No.
Rev.
Description
Status
1
letter of response
G
2
1412-0001
Site plan revision B dated 7/12/99
G
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:
1381 Old Mill Cirale, Suite 120, Winston-Salem. NC 27103 (3361765-7503 FAX 123617SS-7917
SA1412\0001\10-Admin\LETTER OF TR.ANSMITfAL.doc

�NR'KIN4&CREED
July 14, 1999
Ms. Linda Lewis
Environmental Engineer
Department of Environmental and Natural Resources
127 Cardinal Drive
Wilmington, NC 28405
RE: Stormwater Review Project No. SW8 980634 Modification
Eagle Point Golf CLub
Dear Ms. Lewis:
M&C 1412
The Preliminary review on the modification to the Stormwater Management Permit for Eagle
Point Golf Club found the application incomplete and requested further information. The
intention of this letter is to furnish such information. The following points correspond respectively
to the requests set forth is the above referenced review letter:
1. Existing and proposed grading for clubhouse and villa sites are indicated on the
revised site plan
2. A) As per your phone conversation on 6/22/99 with Elizabeth Swinson from this office,
the following items have been delineated on the plans: Dimensions of second parking
lot next to club house, parking stalls and Isle width, Dimensions of circle drive in front
of club house, and parking in front of all villas.
B) The road width is held constant throughout. Several additional indicators were
denoted on the plans to clarify this dimension.
If you require any additional information or have any questions please do not hesitate to call our
office.
Senior Designer
McKIM & CREED ENGINEERS, P.A.
Enclosures: Site Plan revision B dated 7/1
S:\141210001110-Adm inWa rm review. do c
243 N. FRONT ST., WILMINGTON, NORTH CAROLINA 28401
TEL [phone] FAX [phone] www.mcklmcreed.com

State of North Carolina
Department of Environment
and Natural Resources
4 ■
;71L
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
NCDENR
Division of Water Quality
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 14, 1999
Mr. William J. Armfield, IV, President
Eagle Point Golf Club, LLC
PO Box 1510
Greensboro, NC 27402
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980634 Modification
Eagle Point Golf Club
New Hanover County
Dear Mr. Armfield:
The Wilmington Regional Office received a modification to the Stormwater Management Permit
Application for Eagle Point Golf Club on April 7, 1999. A preliminary review of that information
1'has
determined that the application is not complete. The following information is needed to continue the
St0mWater reviacxr•
Please provide the existing and proposed grading for the clubhouse and villa sites.
2. Please provide the dimensions for the roads, parking areas, and clubhouse.
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 July 14, 1999, 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.
The construction of any impervious surfaces associated with this project prior to receipt of the
stormwater permit is considered a violation of NCGS 143-215.1, and is subject to enforcement action.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATiADDINF01980634.JUN
cc: Linda Lewis
Rod Fritz, A.S.L.A
127 Cardinal Dr. Ext., Wilmington, North Carolina 28,405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

4MqQM&CREED
April 2, 1999
Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
M&C 1412-0001.OW (40)
,�,4r
Re: Stormwater Permit SW8 980634 modification request
Eagle Point Golf Club
New Hanover County, NC
Dear Linda,
7 R E I
lqqq
APR
Please accept this request for minor modification to our existing Stormwater Permit for Eagle
Point Golf Club. The attached modification submittal request contains the following information:
• Narrative of Project modification - described below
• Application Fee $420.00
• Original signature Stormwater Management Permit Application Form dated April
1998
• Stormwater Management Permit Application Form Low Density Supplement
• Storm Drainage Design Data Sheet
• Outlet Protection Design calculation data sheets
• Low Density Stormwater Permit SW8 980634 dated December 17,1998
• Stormwater and Erosion Control Plan, Sheet SWEC-1, dated 6/26/98, revision B
dated 3/23/99, scale 1 inch = 200 feet
• Site Plan - Eagle Point Golf Clubhouse, dated ) 10/1/98, revision B dated 3/23/99,
scale 1 inch = 60 feet
We have recently received a plan from Fazio Golf Course Designers that slightly revises the golf
course routing and grading outside of the AEC. We are requesting approval of modifications to
the site plan relevant to the following as listing in the Schedule of Compliance:
11. a. Site Plan Revisions - ie. Slight realignment of golf hole routing, cart
path routings and Clubhouse building modifications
11. d. Redesign of impervious area - ie. Modification of building and parking
configuration
11. f. Altering of vegetative conveyance - ie
accommodate revised golf hole routing
Shifting, realignment of piping to
Q:1141210001104029rf1 Itr.doc
243 N. FRONT ST., WILMINGTON, NORTH CAROLINA 28401
TEL [phone] FAX [phone] www.mcklmcreed.com

"Ms: Linda Lewis
April 2, 1998
Page 2
Previously, the Project was permitted for 6.3 % overall and 9.93 % within the AEC impervious
coverage. The enclosed application is requesting approval for 7.52 % and 10 % respectively.
The method of conveyance and treatment is remaining relatively unchanged.
The modification which you will note on the plans is described below and includes; Golf Hole
alignment revisions, relocation/shifting of irrigation pond, modified parking layout (same count,
less dense shape), adjusted pipe discharge outlet locations.
The concept of having a lined irrigation pond is consistent with previous plans although the size
and shape of the pond has been modified to promote littoral shelving and greater storage. The
overflow stream leads to a small lined pond where recirculated water will be pumped back to the
irrigation pond. Created marshes and littoral shelves are designed throughout the course, with
the aid of Rob Moul's office, to promote water quality"polishing" and benefiting discharge to the
natural drainage channel through the middle portion of the site. The manmade pond just prior to
release of runoff after major rain events, near #5 green, has been enlarged to promote greater
attenuation. Care has been taken not to network required pipes and to minimize the number of
inlets.
We have also received plans from Henry Johnston, Architect, that better defines the intended
design for the Clubhouse and Villas. These plans have been incorporated onto the Stormwater
masterplan and enlarged on another plan for your review.
Impervious surface area density has only slightly increased by 1.22% over the entire tract and
.07% within the AEC. This is due to the current level of detailed design and the project is still
well under allowable percentages.
Please don't hesitate to call me or Greg Hetzler at this office if you should have questions or
comment concerning this revised plan. Thank you in advance for your expedient, favorable
review and approval.
Sincerely,
& CREED ENGINEERS, P.A.
Rod
Gregory J. HetzI6K, P.E.
Project Manager
cc: file (1412.0001(40))
William J. Armfield, Eagle Point Golf Club
Fazio Golf Course Designers
QA141210001104029RF1 LTR.00C
v MCKFd&CREED

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 21
Greensboro, NC 27401
[phone]
►ate:,. OAR",4998
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Prepared by:
McKim & Creed
243 N. Front Street
Wilmington, NC 28401
saTORMWATER
D E C E I V E
APR 0 71999
D
PROJ # gifoc224 HCO

DESIGN NARRATIVE
1. GENERAL
The project site is located adjacent to Porter's Neck Plantation at the intersection of
Porter's Neck Road and Bald Eagle Lane and within New Hanover County, North
Carolina. The project site is 216.81 acres. Sedimentation and Erosion control
measures are to be in accordance with DEM requirements.
The intent of this project is to develop an eighteen (18) hole golf course and practice
areas with a clubhouse and 4 single family villas.
2. EXISTING SITE
The existing site is essentially a large abandoned field and woodland. Damage and
debris from recent hurricanes is evident. There are also existing water bodies on -site
(man made ponds) connected by a wet weather drainage way. The existing ponds are
delineated wetlands that will be protected and incorporated into final design. Design
parameters for stormwater considerations shall dictate that the project remain a low
density development.
Vegetation consists primarily of grasses, scrub growth, and young trees. Subsurface
soils in upland areas are primarily 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 which may support seasonally
high water tables within 12 inches of ground surface.
3. PROPOSED IMPROVEMENTS
Proposed grading for the site will dramatically alter the overall site appearance while
maintaining overall drainage patterns. At the property perimeter, fill piles 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
will occur through one of two existing outfalls.
The interior of the site will also be reshaped to provide topographic relief from tee to
green on the golf course and also to screen adjacent holes from one another. The
three existing ponds will remain while the wet weather drainage way connecting, them
will be expanded to an open water surface, effectively creating a single body of water.
In addition, two additional landscape ponds are to be created on -site as golf course
amenities and irrigation ponds.

Drainage will be designed that infiltration is promoted wherever possible on the golf
course. Minor piping is necessary only to provide positive relief for the low or isolated
areas of the golf course (such as sand bunkers). A result of the low density design is
that post construction discharges are typically minimized and may be further reduced by
landscaping and drainage improvements.
4. DRAINAGE CALCULATION CONSIDERATIONS
A complete set of calculations for pipe sizing, outlet protection, catch basin rim and
invert elevations, water quality swale velocities, and pond and road culvert sizing is
attached.

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17
OUTLET PROTECTION DATE DESIGN PHASE
DESIGN 3-30-99 PRELIM
PROJECT NAME PROJECT NO CONSTR /X/
EAGLE POINT GOLF CLUB 1412.0001 REVISION / X /
LOCATION ST RECORD
NEW HANOVER, NC RONEY OTHER I /
CHECKED B ](SPECIFY)
Storm Outlet Structure
• �Eca�trttYtiti�i
FES No.= RRP1 Q10/Qfull
Pipe Dia= 12 in VNfull
Q10 = 3.03 cfs V = 5.5 fps Q�
Qfull = cfs
88
Vfull = fps
r
' JtN,,,���ti��'
From Fig. 8.06.b.1: Zone = 1 +, �.
J.
From Fig. 8.06.b.2: D50 = 4 in �1 `
DMAx = 6 in U
Riprap Class = A
s Apron Thickness = 9 in
Apron Length = 4.0 ft
3 Apron Width = 3xDia = 3 ft
Length
Storm Outlet Structure
FES No.= RRP2 Q10/Qfull =
Pipe Dia= 15 in VNfull =
Q10 = 4.40 cfs V = 3.6 fps
Qfull = cfs
Vfull = fps
From Fig. 8.06.b.1: Zone =
From Fig. 8.06.b.2: D5o = 4 in
DmAx = 6 in
Riprap Class = A
s Apron Thickness = 9 in
Apron Length 5.0 ft
3 Apron Width = 3xDia = 3.8 ft
Length
i
s:11295\00011caicsloutlet protection.xis LATEST REVISION: 3/30199 7:39 PM PAGE 1 OF 1

';'7
OUTLET PROTECTION DATE DESIGN PHASE
DESIGN 3-30-99 PRELIM
PROJECT NAME PR JE T NO CONSTR /X/
EAGLE POINT GOLF CLUB 1412.0001 REVISION / X
L ATI N RECORD
NEMJ HANOVER, NC RONEY OTHER ! !
CHECKED BY (SPECIFY)
Storm Outlet Structure
FES No.= RRP3 Q10/Qfull =
Pipe Dia= 1.2 in VNfull =
Q10 = 4.70 cfs V = 7.8 fps
Qfull = cfs
Vf ill = fps
From Fig. 8.06.b.1: Zone = 1
From Fig. 8.06.b.2: D5o = 4 in
DMAx = 6 in
Riprap Class = A
s Apron Thickness = 9 in
T Apron Length = 4.0 ft
3 Apron Width = 3xDia = 3 ft
Length
Storm Outlet Structure
FES No.= RRP4 Q10/Qfull =
Pipe Dia= 18 in VNfull =
Q10 = 7.56 cfs V = 4.3 fps
Qfull = cfs
Vfull = fps
From Fig. 8.06.b.1: Zone = 1
From Fig. 8.06.b.2: D50 4 in
DMAx = 6 in
Riprap Class = A
_ s Apron Thickness = 9 in
Apron Length = 6.0 ft
3 I Apron Width = 3xDia = 4.5 ft
Length
i'
s:11295\00011calcsloutiet protection.xis LATEST REVISION: 3/30/99 7:40 PM PAGE 1 OF 1

III
OUTLET PROTECTION
DATE
DESIGN PHASE
DESIGN
3-30-99
PRELIM
CONSTR
/X/
PROJECT ME
PROJECT NO
EAGLE POINT GOLF CLUB
1412.0001
REVISION
RECORD
/ X /!
! /
LUCA77M
BY
NEW HANOVER, NC
RONEY
OTHER
(SPECIFY)
! !
CHECKED BY
Storm Outlet Structure
FES No.= RRP6
Q10/Qfull =
Pipe Dia= 18 in
V/Vfull =
Q10 = 9.20 cfs
V =
5.9
fps
Qfull = cfs
Vfull = fps
;
From Fig. 8.06.b.1:
Zone
=
1
From Fig. 8.06.b.2:
D5o
=
4
in
DMAx
=
6
in
Riprap Class
=
A
r
Apron Thickness
9
in
Apron Length
6.0
ft
3
Length
Apron Width = 3xDia
=
4.5
ft
Storm Outlet Structure
FES No.=
RRP7.
Pipe Dia=
15` in
Q10 =
4.26cfs
Qfull =
cfs
Vfull =
fps
From Fig. 8.06.b.1: Zone
Grr%m Mro a nA k')- D50
DMAX
Riprap Class
Apron Thickness
Apron Length
Apron Width = 3xDia
Q10/Qfull =
V/Vfull =
V=
4.3 fps
r
4 in
6 in
A
9 in
5.0 ft
3.8 ft
s:11295\00011calcsloutiet protection.As LATEST REVISION: 3/30/99 7:43 PM PAGE 1 OF 1

OUTLET PROTECTION
DATE
DESIGN PHASE
DESIGN
3-30-99
PRELIM
CONSTR
/X/
PROJECT NAME
PROJECT NO
EAGLE POINT GOLF CLUB
1412.0001
REVISION
RECORD
OTHER
(SPECIFY)
/ X
[ [
LOCATION
NEW HANOVER, NC
BY
RONEY
CHECKED BY
Storm Outlet Structure
FES No.= RRP9
Q10/Qfull =
Pipe Dia= 30 in
VNfuli =
Q10 = 26.00 cfs
V =
6.2
fps
Qfull = cfs
Vf ill = fps
From Fig. 8.06.b.1:
Zone
=
2
From Fig. 8.06.b.2:
Deb
=
8
in
DMAx
=
12
in
Riprap Class
=
B
s
Apron Thickness
=
18
in
a
Apron Length
=
15.0
ft
Apron Width = 3xDia
=
7.5
ft
Storm Outlet Stri
FES No.= RRP1'0
Pipe Dia= 18 in
Q10 = 7.20 cfs
Qfull = cfs
Vfull = fps
From Fig. 8.06.b.1:
From Fig. 8.06.b.2:
ctu re
Q10/Qfull =
VNfull =
V = 4.4 fps
Zone = 1
D50
= 4 in
DMAx
= 6 in
Riprap Class
= A
Apron Thickness
= 9 in
Apron Length
= 6.0 ft
Apron. Width = 3xDia
= 4.5 ft
s:11295100011caicsloutlet protecUon.xis LATEST REVISION: 3/30/99 7:45 PM PAGE 1 OF 1

51
OUTLET PROTECTION DATE DESIGN PHASE
DESIGN 3-30-99 PRELIM
PROJECT NAME PROJECT NO CONSTR /X/
EAGLE POINT GOLF CLUB 1412.0001 REVISION / X
LOCATIZW BY RECORD
NEW HANOVER, NC IRONEY OTHER
CHECKED (SPECIFY)
Storm Outlet Structure
FES No.= RRP11 Q10/Qfull =
Pipe Dia= 12 in VNfull =
Q10 = 1.65 cfs V = 3.2 fps
Qfull = CIS
Vfull = fps ;
From Fig. 8.06.b.1: Zone = 1
From Fig. 8.06.b.2: D5o = 4 in
DMAx = 6 in
Riprap Class = A
s Apron Thickness = .9 in
Apron Length = 4.0 ft
3 Apron Width = 3xDia = 3 ft
Length
Storm Outlet Structure
FES No.= RRP12 Q10/Qfull =
Pipe Dia= 18 in VNfull =
Q10 = 6.20 cfs V = 3.9 fps
Qfu II = cfs
Vfull = fps
From Fig. 8.06.b.1: Zone = 1
From Fig. 8.06.b.2: D5o = 4 in
DMAx = 6 in
Riprap Class = A
U.1 s Apron Thickness = 9 in
Apron Length = 6.0 ft
3 Apron Width = 3xDia = 4.5 ft
Length
I
i
s:\1295\0001\calcs\oudet protecUon.xls LATEST REVISION: 3/30/99 7:46 PM PAGE 1 OF 1

�7
OUTLET PROTECTION
DATE
13-30-99
DESIGN PHASE
DESIGN
PRELIM
CONSTR
/X/
PROJECT NAME
P JECT
EAGLE POINT GOLF CLUB
1412.0001
REVISION
RECORD
/ X
LOCATION
NEW HANOVER, NC
RONEY
OTHER
(SPECIFY)
l /
HECK BY
Storm Outlet Structure
FES No.= RRP13
Q10/Qfull =
Pipe Dia= 18 in
VNfull =
Q10= 1060 cfs
V =
8.0
fps
Qfull = cfs
Vfull = fps
From Fig. 8.06.b.1:
Zone
=
2
From Fig. 8.06.b.2:
D5o
=
8
in
DMAX
=
12
in
Riprap Class
=
B
s
Apron Thickness
=
18
in
3
Apron Length
-
9.0
ft
Length
Apron Width = 3xDia
=
4.5
ft
Storm Outlet Structure
FES No.= RRP14
Q10/Qfull =
Pipe Dia= 24 in
VNfull =
Q10 = 13:20 cfs
V =
7.7 fps
Qf ill = cfs
Vfull = fps
From Fig. 8.06.b.1:
Zone
=
2
From Fig. 8.06.b.2:
D50
=
8
in
DMAx
=
12
in
Riprap Class
=
B
s
Apron Thickness
=
18
in
a
Apron Length
=
12.0
ft
Length
Apron Width = 3xDia
-
6.0
ft
s:11295=01lcalcsloutlet protection xis LATEST REVISION: 3/30/99 7:51 PM PAGE 1 OF 1

WE
DESIGN
PROJECT
EAGLE POINT GOLF CLUB
LOCATI N
NEW HANOVER. NC
Storm Outlet Stri
FES No.= RRP15
Pipe Dia= 18 in
Q10 = 10'00 c%
Qfull = cfs
Vfull = fps
From Fig. 8.06.b.1:
From Fig. 8.06.b.2:
DATE
3-30-99
DESIGN PHASE
PRELIM /
CONSTR
REVISION /
RECORD /
OTHER /
(SPECIFY) -
PROJECT NO
1412.0001
BY
RONEY
CHECKED
cture
Q10/Qfull =
VNfull =
V =. 6.2 fps
Zone = 2
D5o
= 8 in
DMAx
= 12 in
Riprap Class
= B
Apron Thickness
= 18 in
Apron Length
- 9.0 ft
Apron Width = 3xDia
= 4.5 ft
Storm Outlet Structure
FES No.=
RRP17
Pipe Dia=
.18 in
Q10 =
5.50 cfs
QNII =
cfs
Vfull =
fps
From Fig. 8.06.b.1: Zone
cr^. cin a na k o)• D50
DMAX
Riprap Class
Apron Thickness
Apron Length
Apron Width = 3xDia
Q10/Qfu11=
VNfull =
V=
3.9 fps
1
4 in
6 in
A
9 in
6.0 ft
4.5 ft
s:11295\00011calcsbutlet protectionAs LATEST REVISION: 3/30/99 7:52 PM PAGE 1 OF 1

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,,yL.aLe vl :\Ul'L1t %—iiry na
• ` Department df 'Enviro=ent
and Na#uril. Risources
Wilmington egonal Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
December 17, 1998
.Mr. William J. Armfield, IV. President
Eagle Point Golf Club, LLC
PO Box 1510
Greensboro, NC 27402
Subject:
Dear Mr. Armfield:
NCDENR
Nc*rM CAROUNA DEPARTMENT of
.ENVIRONMENT AND N/4URAL RmsouRCFS
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 150B of the North Carolina General Statutes,
and flied with the Office of Adm;n;ctTarive 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]. f
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\980634.DEC
cc: Greg Hetzler, P.E.
Tony Roberts, New Hanover County Inmi ections
Beth Easley, New Hanover County Engineering
Wilmington Regional of ice
Central Files
Linda Lewis
127 Cardinal Dr. Ezt, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

7
6tate Stormwater Management Systems
Permit No. SW8 9EQ634
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 God Club
New Hanover County
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 1818- .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 dyeway-sto provide access. .- __.--- C. That amount shown on the aaprovansronmgunder 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 s � e felt within the AEC (9.9%).
7. Within the AEC, no collection of runoff may occur. Runoff must sheet flow.
8. A minimum 30_yeQetatPj h,rfFP�
gLovided between built -upon areas and surface waters.
II. 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 permitter is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
3. The Engineer/Owner/Developer/Pe=ttee 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 pavement, stiuctures, pavement, walkways of brick, stone,
slate, but not including wood decking.
6. This permit covers the construction of 18.11 acresg88_,$43 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 98 634
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 surface 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. - -Projecf Bame change: y
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/DesignerlPermittee 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.
I]T. 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. 1 7 The permit issued shall continue in force and effect until revoked or terminated.
4

State Stormwater Management Systems
Pit No W8 9RQ5.334
I 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 2H.1000; 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