SW8980634_Historical File_20160224

PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
February 24, 2016
Robert E. Long, Jr., President
Eagle Point Golf Club, Inc.
8131 Bald Eagle Lane
Wilmington, NC 28411
Subject: Permit Modification
State Stormwater Management Permit No. SW8 980634
Eagle Point Golf Club
New Hanover County
Dear Mr. Long:
Secretary
TRACY DAVIS
Director
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Eagle Point Golf Club on February 22, 2016. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding modified Permit No. SW8
980634, dated February 24, 2016, for the construction of the built -upon area associated with the subject
project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the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 supersede any other agency permit that may
be required. Please pay special attention to the conditions listed in this permit regarding the Operation
and Maintenance of the grassed swales, the limitations on built -upon area, the restrictions on piping,
certification of the project, and the procedures for changing ownership, and transferring the
permit. Failure to establish an adequate system for operation,and maintenance for the grassed swales, to
limit the built -upon area, to limit piping, to certify the project car to transfer the permit in a timely
manner, will result in future compliance problems.
The following modifications are included and covered by this permit:
1. The full 25% BUA allocation of 2,361,061 square feet has been approved, based on a project area
of 216.81 acres. Of this maximum amount, only 716,649 square feet is currently permitted,
leaving 1,644,412 square feet available for future development.
2. A new 12,508 square foot Fitness Center/Halfway House & Dormitory Facility is being added
adjacent the existing clubhouse. However, since 5,812 sf of BUA is being removed, the net gain
is only 6,696 sf.
3. This project contains 42.7 acres that are within 575 feet of an ORW classified water body (the
-ORW AEC). Under the 1995 stormwater rules, low density is the only development option for
this area. The maximum density allowed within the ORW AEC is limited to 25%.
4. A small inlet and 4" PVC pipe were added because runoff from the cart washing operation tended
to stand in the area of the cart path. The drainage area to this inlet is approximately 9,700 sf. The
runoff is transported to a nearby golf course pond that has 3 8,43 5 sf of surface area at the normal
pool, where it receives adequate treatment. Please note that from this point forward; the permittee
is prohibited from adding any drainage piping not currently shown on the approved plans, unless
and until. the permittee sball have submitted an application and received approval from the
Division.
State of North Carolina I Environmental Quality I Energy, Mineral and land Resources
127 Cardinal Drive Extension I Wilmington, NC 28405

State Stormwater Management Systems
Permit No. SW8 980634
The current owner of the golf course is Eagle Point Partners, LLC (Property Owner) who is leasing the
site to Eagle Point Golf Club, Inc. (Lessee / Developer). The Lessee / Developer shall be responsible for
meeting the conditions and limitations specified in the permit. A copy of the lease agreement that outlines
the Lessee / Developer responsibilities for this stormwater system must be kept with the permit and
maintenance activity records.
Please be aware that it is the responsibility of the Lessee / Developer, to notify the Division of any
changes in ownership and request an ownership/name change for the stormwater permit. However, please
be reminded that if the lease agreement or contract between the Lessee / Developer and the Property
Owner is dissolved, cancelled or defaulted, and the Division is not notified by the Lessee / Developer to
transfer the permit, then the responsibility for permit compliance reverts back to the Property Owner. The
Property Owner must notify the Division immediately of the permit ownership change and submit a
completed Name/Ownership form to the Division within 30 days. Otherwise the Property Owner will be
operating a stormwater treatment facility without a valid permit. This is a violation of NC General Statue
143-215.1 and may result in appropriate enforcement action including the assessment of civil penalties of
up to $25,000 per day, being taken against the Property Owner.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAR). The written petition must conform to Chapter 150B of the North Carolina General Statutes. Per
NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this
permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required)
and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-43 1-3 000, or visit their website at www.NCOAH.com. Unless such demands are made
this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda.
Lewis in the Wilmington Regional Office at [phone].
Sincerely,
,A Tracy Davis, P.E., Director.
Division of Energy, Mineral and Land Resources
GDS/arl: \\\Stormwater\Permits & Projects\1998\980634 LD\2016 02 permit 980634
cc: Mark Hargrove, P.E., Port City Consulting Engineers
William J. Armfield, Manager, Eagle Point Partners, LLC
(300 N. Greene Street, Ste. 2190, Greensboro NC 27401)
New Hanover County Inspections
NCDOT District Engineer
New Hanovr County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 980634 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER 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, Inc.
Eagle Point Golf Club
Bald Eagle Lane, Wilmington, 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 Energy, Mineral and Land
Resources and considered a part of this permit.
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 a maximum of 2,361,061 square feet of built -
upon area (BUA), of which 716,649 sf is currently proposed and 1,644,412 sf is
available for future development.
2. The overall tract built -upon area percentage for the project must be maintained at no
more than 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 575' of the mean high water of ORW classified waters (the
ORW AEC) must be maintained at 25% or less. Currently, 187,233 square feet of
buildings, parking and cart path is proposed within the 42.7 acre ORW AEC.
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 permittee is responsible for verifying that the proposed built -upon area does not
exceed the maximum allowable built -upon area.
Pagel of 3

State Stormwater Management Systems
Permit No. SW8 980634 Modification
3. 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. 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.
5. 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.
6. The following items will require a modification to the permit. Revised plans,
specifications and calculations must be submitted and approved prior to the permittee
beginning construction:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further subdivision or sale of the project area, in whole or in part.
d. The addition of a piped runoff collection/conveyance system.
e. Filling in, altering or piping any vegetative conveyance shown on the approved
plan.
f. The construction of any future built -upon area listed on the application.
g. Any other revision that the Director determines should require a modification to
the permit.
7. Swales and other vegetated conveyances shall be entirely constructed, vegetated,
and operational for their permitted use prior to the construction of any built -upon
surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
9. 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.
10. 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.
11. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
12. The current owner of the golf course is Eagle Point Partners, LLC (Property Owner)
who is leasing the site to Eagle Point Golf Club, Inc. (Lessee / Developer). The Lessee
/ Developer shall be responsible for meeting the conditions and limitations specified in
the permit. A copy of the lease agreement that outlines the Lessee / Developer
responsibilities for this stormwater system must be kept with the permit and
maintenance activity records.
Page 2 of 3

State Stormwater Management Systems
Permit No. SW8 980634 Modification
13. It is the responsibility of the permittee (Lessee / Developer), to notify the Division of
any changes in ownership and request an ownership/name change for the stormwater
permit. If the lease agreement or contract between the Lessee / Developer and the
Property Owner is dissolved, cancelled or defaulted, and the Division is not notified by
the Lessee / Developer to transfer the permit, the Property Owner must notify the
Division immediately of the permit ownership change by submitting a completed and
signed Name/Ownership form to the Division within 30 days of the default or
cancellation. Otherwise the Property Owner will be operating a stormwater treatment
facility without a valid permit. This is a violation of NC General Statue 143-215.1 and
may result in appropriate enforcement action against the Property Owner, including
the assessment of civil penalties of up to $25,000 per day.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules is subject to enforcement
procedures, as set forth in North Carolina General Statutes 143, Article 21.
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.
5. The permittee grants permission to DEO / DEMLR staff to enter the property during
normal business hours for the purpose of inspecting all components of the stormwater
management facility.
6. 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.
7. The permittee shall retain a copy of the approved plans on file at all times.
Permit modified and reissued this the 24th day of February 2016
NORTH CAROLINA ENVIRONMENTAL MANAGFMENT COMMISSION
------%=`y----------- ---Vrector
----------------------
Tracy E. Davis, ,
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 980634
Page 2 of 3

DOV R USE ONLY lJ
r d Permit Number ef
Coastal SW -1995
0 Coastal. SW - 2008
❑Ph11-Post
(select all that apply) 0 Non -Coastal SW- HQW/ORW Waters L Universal Stormwater Management Plan
0 Other WO Mmnt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
!a3r'rra t,ti :}� be Fhoioccr f for Ur'- its an oragival
€. GENERAL INFORMATION
1. e'Me Nr; ai c :e- �_� tie °r s =r�, cr` eslabii: i ze l- panne - should be consistent with project name on plans,
speE JlfF'ceticns.. :'::Y x'$, operation and r eTn'•t:-enance agreements, LtLc-):
Eagle Point Golf Club
Location of Prc}ject (street addle s1:
8131 Bald Eagle Lane
City:' ihr+irrsio? County NewHanover Zip:28411
3. Directions to project (from nearest €nafaar intersection):
From Wilmington, urn tight onto Porters Neck Road off of US HWY 17 North Go 2.3 miles to Bald Eagle
Lane. Turn right and go 0.2 miles on Bald L& e Lane and the entrance to th_ " If eurs as or: the riei t_
4. Latitude:34° 17 Or N Longitude:770 45' 30" W of the main entrance to the project
II. PERMIT INFORMATION:
1. a.5pecif," whedzer pr",aject is (checck one): E)New 0moei fication [] Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 -:Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number SW8 980634 Mod , its issue date (if known) &U40t 23.1999 , and the status of
construction [:]NotStarted []Partially Completed* Completed* *provide a designer's certification
2. Sr�ecits- t;ae i ;,f osyject (ci�eck ones:
®Low Density High Density []Drains to an Offsite Stormwater System []Other
3. If dais applicafton is being submitted as the result of a previously returned application Or a letter from
DEli LR aide-est ng a state s€€ar•. (water naanagernent permit application, IL-t the store (rater projei:t number,
if ass , _ and flee pre( ious mine° of the projec'4 if € i ferent han currently
Pro:^d, ,.
4. a. Additional. Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
[]Cr..lbL,k l; 1 aj, r OSedimentatton/Erosion Control• 0.75 ac of Disturbed Area
[]NPDES Industrial Stormwater 0404/40/ i'ermit Proposed Impacts
b.If any of these permits have already been acc u r ee please provide die Project S .ana e; :�sc�ject ' Fe< mit � carttber,
issue date and the type of each permit.-----
3. Is tine project located within 5 .miles of a public airport? ®No Yes �•
ir , see S.L. 201-?0, Part VI: i t a ! ?i.i.�it r. r f44t"3zir,"1tI'i!?i-i3? t3k-f1r33:e
_. �Qc.�.
Form SWU- i 01 Version Oct. 31, 2013 Pate I of 6
a•�

in. CONTACT INFORMATION
1. a. :Rn. ing Off c*aXs name and title (specifically the developer, r rc rperty owner, lessee,
iesagpa g ;v atae " od swa, r div-dua"'s: etc z:,t,c IW11s th. pro
)ect):
Applicant/Organization: Eagle Point Golf Club, Inc. _
Signing Official & Title: Robert Long - President _
b. Contact information for person listed in item la above:
Street Address- 8131 Bald Eagle Lea-rie
C State: NC Zip: 28all --
Mailing Address (if applicable):
City:
Phone: 910 6 &; - 4,61; 3
Email- billy®eaglepomtgc.net
State
Zip:
Fax. (910 ) 686-46.50
Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
® Lessee, (Attach a copy of the tease agreement and complete Contact Information, item 2a and 2b below)
]� Purchaser* (Attach a copy of the pending sates agreement and complete Contact information, item 2a and
2b below)
Q Developer* (Complete Contact Information, item 2a and 2b below.)
a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
Pez-:�a V"iIE. vV,`.'3:S d I e Ix rtY that fe pao7ect is Icxcateel can):
Property t timer/Organi7,ation: Eagle Point Partners, LLC
Signing Official & Title: Robert Long - President
b.Contact information for person listed in item 2a above:
Street Address: 8131 Bard Eaeie Ldne
City:Wilmington State. NC Zip. 211 r
Mailing Address ( f'ccf�plic ccbic):
City: _ State: Zip., _ T
Phone: (910 68"653 1 <-... (910 ) 686-4650
Email: W%,9eagle o�rntgc.net
3. a. (Optional) Print the name and title of another contact such as tine pro rs co strucdon supervisor or other
peismi who can a ver questions about the project
Other Contact Person Organ ton _
Signing Official & Title:
b.Cenat ct4` information for pemn listed in item 3a above:
Mailing Address:
City:
Phone:. )
La*
4. Local jurisdiction fax building permits: New Hanove:
State -
Point of C"ontdc:t iJe€'nz Bordeaux Phone #:
Form S-1W. IC-101 Version tact. 1� 1, 2013 Page 2. of 6
zip•
(91.0 798-7456
S�
BY:_._-

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Storm water runoff is allowed to flow over grassed areas through the golf course and into amenity ponds
that are located on the golf course.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 216.81 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHIA1 Iine or Mean High Water
(M1M Hline, and coastal wetlands landward from the NHW (or = line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MH1M line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 7.59 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as belowgVera (( TRW
Itaia In O.'matiol,
DrabuKe Area
Drains Area ?
, Dmina e Area.
Dr a 111
Receiving Stream Name
ICWW
ICCW
Stream Class *
SA; ORW
SA; ORW
Stream Index Number *
18-87 - (11.5)
18-87 - (11.5)
Total Drainage Area (sf)
9,444,244
1,860,012
On -site Drainage Area (sf)
9,444,244
1,860,012
Off -site Drains Area (sf)
0
Proposed Impervious Area** s
716,649
193,712
% Impervious Area** total
7.59
10.41
impervious*' Surface Area
Draixraze A ren 1
Drainage "=es'
i Drainage Area
drainage Area
On -site Buildings/Lots (sf)
49,226
49,2W(,„ Ca
ISia'-i_i
On -site. Streets (sf)
77,874
71,197
On -site Parking (sf)
41,894
39,816
On -site Sidewalks (sf)
487,999
33,293
Other on -site (sf)
59,656
144
Future (sf)
1,644,412
271,291
Off -site (sf)
Existing BUA*** (sf)
Total (sf):
2,361,061
465,003
Stream Class and Index Number can be determined at: htW.aortal.ncde.nr.or lcvg eb/wq(ps/csu✓classitications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report �� yjidt�
is to be removed and which will be replaced by new BUA. ��//
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 FEB 2 3 2016
BY:

11. How was the off -site impervious area listed above determined? Provide documentation-
T� i £Ps,• C.s E:v li nic 'a C'1'aC& `: r.is'iJ act D17 kit. . ?FTP 't7i i'ti;fc t' ii J w C'heC74 'f,;t pi ?pet f i; ;ocryrece t-vilh n a 7"hi—ecYfc• eo Ch
13rub1:'f£'<'f.ri� 1+'i.E$ Lti:ea"i;:€:s3`7ti`�:fi..,?G7}' i'�s i ' < P :a i•",? �•-. + `+
+ '+:;'fib Yf�,{t'L'J` fPt:f re 37�„�.:dFlS�?"Y?Yts9%£r�/F:'tkff'�''c;.3dk'f?P.Fff•E.'"er „,i'1,�" r 1
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhiV,IL ittai.nccienr.Or�lc,reb/ ulz-s[su/bmv-manual,
VI. SUBMITTAL REQUIREMENT'S
Only complete applicatioa packages will be accepted and reviewed by the Division of Energy, Mineral an,,j
Land Resources (DEMI.M. A complete package includes all of the items listed below. A detailed applicat-ia
nstsa liar street and 3l~Y7 checklists are available from
hti ►- ortai.rl det . rejweb/w !Ws suJsiatesw�,iocros d:�cs. The complete application package should be
submitted to the appropriate DEMLR Office. (Tine appropriate office may be found by locating project on the
interactive ordine map at hft: / /Mrtal.ncdenr.oKg /web/ wgAys Isul mA ".)
Please indicate that the following inquired information have been provided by initialing in the space provided
for each item. '2 original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httlp_:/,l JL_rrtal.ncdermorg' w•eb/wq/ws/su/statesw/forms ciocs.
Initials
3. Original and one copy of the Stormwater Management Permit Application Form.
2. ti-J+ ginal and one copy of the signed and notarized Deed Restrictions & Protective Covenants
70=m. (if reguimd as per Part VLl below)
3. 1 F'ioinal of the a p it cable Supplement Form(s) (sealed, signed and dated) and O&M POO
a .'ement(s) fog each BMP.
4. Permit application prix- easing fee of $505 ppvable to NC ENTR. fFor an Express nevi , rrter tv At#*
ht }: s` r` a-s�-sa-..cxez Iaelp.or ; ` � /ern to .exrar�s.h ig Mot il tfQS oiation ol-i i �e F>>F e:� } wlgraw
'Cv ni t Lite a p., ropnate reglcn;S�0. office .E.:x'pTess ' `esd z Coordi6=utur for
additioin&[ inftnmiaf-or. and to schedule the required application me—efi ng.
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor J11• O
the project_ This is required in addition to the brief summary provided in the Project
Information, item 1.
:3. �, U-S S map, i dentif •inzg the s.it�e "toca.tion. If the receiving stream is reported as class SA or the
ri►ri'Ji�
•��inl; stt :atis :,lr„ .♦� tx') Lta�s S tvaaters within '.h mile of the site boundary, include the ? 3
+e�Y::e
+fillh 1adi'as oll the rnap .
'. Sealed, signed and dated calculations (one copy).
SAW
8. ^`a=�o sets & 4.pluts folded y 95' x A °' (sealed, signed, & dated:, including:
1+J1�I1�
a. name.
b. Engineer and .firm.
c. Loy: afaon. maq u+ lh named sti'ee15 and NC-5,R nnfiI ers.
d. I egend.
e. North avow.
£. Rale.
. Revision number and dates-
h. Identify all surface wafters on the plazas by delineating the normal pool elevation of
impounded. structures, the banks of streams and rivers, the M11W or ivi-IW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
Delineate the vegetated tniffei landward from the normal pool elevation of impounded
stxuch es, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
it. Existing contours, proposed contours, spot elevations, finishhed floor elrevations-
t Details of roads, drainage features, Lollection systems, and siormw*atm control measures.
Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person .Provide docnamentation of qualifications and identify the peru)nwho
made the determination on the plans.
JE—CEWEPA
n. Existing drainage (including off -site), dra inage easements;, pipe sizes, runoff came s_
o. Drainage areas delineated (included in the main set of plans, not: as a separate do' neRl +'"
'� �' ` 91�s
i.
s.
Form SWU-101 Version Oct. 31, 201; Page 4 r f 6
BY:

p. Vegetated lt€f-riers (where required).
' 9. Copy of any applicable soils report with the awssocia, SHWT elevations (Please identify All M—
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRC S County Soils map with the
project area clearly delineated_ For projects with infiltration BNWs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule u site visit for DEMLR to verify the S.HWT prior
to submittal, [phone].)
10. L L?r�L' CAL f x:: .'�a. _tit. T.i' Xu«`i _i L9h. t.� v ` s 3,573 iae5 ze- -: S 2:02 AA
'1.1. Pier a orpin-a'dons a;?G lhnlb--d RaNlib' ci:E'porafdor's b . C3E3ca1?3ei713tr�5 fd,. C /iAj#
S-cetaTy «.-i: State or o6ier official docu n�ttatio!n: �� rich supports the H tes itmd pnsitians meta?
b- 'sloe' pensoLis Y,"jrs,ta: tv Cho ?t71Ca I.2nfCT ???s3 t`^FA; IItt'.T'a? la. i a. zln'd d v' * 3a per � _jA �C A �. �-1003(e),.
lie '-or���l��'t7L:iCm or uL C rnLYyt SAC' listed is an a.i:t? i'e! +7y�.a%Y..tiiFt Wei go.cd sUinnding tine NC
5---crt'iar. Of Static ; al:i' er'--'-iNv the appiiczdt on :ilti be—reti3?'*' ed.
.tk�' .5�,C5'i,.s� ;'.s`�i't%._ &..@:iS%C1^Di'�'.:ii"2tcit �_ �,�j,.e1�E�_?.cSt •.i
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
#-ovenarnts are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each .lot number, lot size, and the a llowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from htlp- iortai.n;:dens cii-g,lwebflr/state-storniw.iter-
>rnv _ ifq-ss. Download the latest versions for each submittal,
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DEMLR, and that they will be recorded prior to .the sale of any lot,
VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant- Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing request's for additional information).
Consulting Engineer.- Mark N. Hargrove, PE
Consulting Firm: Port gft Consulting Engineers, PLLC
Mailing Address- 6216 Stonebridge Road
Cie': A3flmins!'nn
Phone- 04101 s 599-1744
F:u?il:: mhargrove®ec..rr.com
State. --.NC Zip:28409
Fax: (
IX PROPERTY OWNER AUTHORIZATION (if Contact Infonnation, item 2 has been filled out, cootph ti this
section)
1, 1.y7'i t7 or 3)!ri: ivzxe of ypvF:;01? fi5 ill (AY11"M .t a' 017aHX0--e.-, 21; ^:Zi4t n .3rli'_, cep d16' that 1
own the property identified in this perm it application, and thas give permission to (print or type name of person
listed its Contact Infannation, item Ia) Robert Long with (print or type name of organization li ted in
C:ontau:t In formation, item Iu) Envle Paint �'�r► Club, tPrc to develop the project as cvrrernly proposed A cagy of
the lease agreement or pending property sales contract has beersprovided with the submittal, which indicate- the
party responsible for the opeiation and maintenance of the stormwater system.
E1L AV
Form SViU-10 i VeaiNioa Ocrt. 3 t, .20 a = Page 5 of 6
l3�`:

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including th sessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:— Date: 212-2 14
I, & 6 ` 0916 , a Notary Public for the State of N 04"1 CadlulCk County of
9P,W M11t2q'e-t do hereby certify that kbt& i.f7AM personally appeared
before me this 7-1- day of lP , and acknowled a the due execution of the application for
a stormwater permit. Witness my hand and official seal,
a
TIM YOUNGary Publich Carolinanover County
X- APPLICANT'S CERTIFICATION
SEAL
My commission expires Mcw. 1,2 , a26R D
RECEIVE
FEB 2 2 2016
BY: —
I, (print or type name of person listed in Contact Information, item 1a) Robert Long
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwa r rules under 15A N AC 2H .1000 and any other applicable state stormwater requirements.
Signature: CIO" Date: 2Z na
I, tX''A'1 i dy WA qaotary-Public for the State of � VIQVI/l L' VIVIOIA , County of
do hereby certify that 19b1Vff+ LA M personally appeared
before me this 'ZZ day of I and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, I r
DRITTINI YOUNG
Notary Public
I North Carolina
New Hanover County
SEAL
My commission expires 1 ALA U
CEIV E
FEB 2 2 2016
i.:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

MEMORY TRANSMISSION REPORT
TIME :02-24-2016 11:45
FAX NO.1
NAME
FILE NO.
719
DATE
02.24 11:43
TO
96864650
DOCUMENT PAGES
5
START TIME
02.24 11:43
END TIME
02.24 11:45
PAGES SENT
5
STATUS
OK
`SUCCESSFUL TX NOTICE'
YA"1' MCL`1l[7RY
Dl7NALD R. VAN Maxi VAART
S--,
Rier+yr Mfiteror
and Lartc�'Rasaut cis
Fal.mary 24. 2016
Robert 13. Long, Jr., President
l3asle Point C3olf Club, Inc.
8131 Paid Ragle Lane
'VWilnungton, C 28411
Subjects Permit Mudiffantloa
$torte mtormwata:r Maaag�meat Peraoit No. SW8 980634
>l'Ag1e Point G,olr Clab
New Hanauer County
TR Af`V i[]AVIS+
D/r+e+at
Dear Mr. Long:
The Wilmm Re orlal C31noa recaivad a complete, modified Stormwater Management Permit
Application 3or Eag10 &'Dint Oolf Club on February 22, 2016. StaPF raVlew of tho plans and specifications
I'lae datarmiaaad that the prej orett,, sa pmpeeed, will comply with the Stormwatar 12egulations not fbrth in
Session Law 200 8-2 11 alld Title 15A NCAC 2I1.1000. We era forwarding modifled Remait No. S`W8
980634. dated February 24. 2016. for the construction of the built -upon area associated with the subject
prgje t-
This permit shall be efreetive f1rom the date of issuance until rescinded and shall be subject to the
conditions and limitations es specified therein, and does not supersede any other agency permit that may
be uired. Please pay spooiel Attention to the conditions listed in this permit regarding the Operation
and Maintenance ofthe grassed swaies, the limitations on built -upon area, the restrictions on piping,
certii9eation of the proV3ct, and the procedures for ehangin� ownership. and tranaferring the
perntIt. Failure to eeta-bliah an adequate system for oparation and nsaanbananoe for the grassed swalas. to
..limit the built -upon area, to limit pipinj16 to mortify the project or to transfbr the permit in a tlm�ely
manner, will result in flrture compliance problems.
The following modifications are includad and covered by this permit:
1. The Hull 259 o BUA allocation of 2,361,061 square The has been approved, based on a project area
of 216.81 acres. Ofthis maximum amount. only 716.649 square feet is currently permitted,
leaving 1,644,412 aquas that available for Rature davelopallant.
2. Anew 12,508 square foot Fitness Contar/1-Ynlfway Hovsa do Dortnitory Facility is being added
iac t66 ore dating olabhQUae. However, s#noa 5,812 of ofBUA is being ramoved, the net gain
3. This prp act cotrtains 42.7 *ores that ere within 575 feet of an ORW classified water body stile
ORW Uttdor the 1995 stormwater rules. low denaity is the only development option for
this area. T ie maximum density allowed within the ORW A13C is limited to 259�0-
4. A small inlet and 4•• PVC plpa ware added because runoff from ilia cart washing operation mnded
to stand in the grad of the cart pant. 'Thor dratnaga area to this inlet is approrrimately 9,700 -r 'file
ttarloff•is transported tc a aeuirtry gulf c;ouszltlp wild ttlllt has 38.435 sf of earPace wren sat tYsZ normal
pool, whenb #t receives adequate troatmant. ]?sense note that tram this point forward, the parrnittee
is prohibited from adding away drainaga Piping not ourrautly shown on the approved plans. unless
and tantiI the permittee sI�all Nava submitted an application and received approval fk,6m the
i3ivision.
aeaeMNo�lh cw14u I ffi�Hrovmevtn� Ch—V I S—A— ly f--1 —d sword 1R�wueo,a
Iz7 o..vsn.l Detw nave .— I WW—hq on. 1V'C za.ox.
910f%TLIf r 1 9109302001 P I

Lewis,Linda
From: Mark Hargrove <[e-mail]>
Sent: Tuesday, February 23, 2016 1:41 PM
To: Lewis,Linda
Cc: Ian Johnston
Subject: RE: Eagle Point SW8 980634
Attachments: Main Application Page 3 of 6 Eagle Point.pdfi Eagle Point Storm Water Narrative
022316.pdf
Linda,
1. Attached is a revised Page 3 of 6 of the main application where I added the "Future" impervious area.
2. It is my understanding the 12" circular drop inlet and 4" PVC drain was added after golf carts were being
washed off up against the building above this location and water began standing in a low place in the cart
path. The drainage area is only +/- 9,687 sf with only 4,104 sf of it being impervious. This drainage area is only
0.001% of the entire golf course site and the impervious area is only 0.0017% of the allowed impervious area. It
appears during heavy rainfall events runoff will bypass this inlet and sheet flow onto the adjoining grassed
fairway and be treated. The pond that the 4" PVC line is draining to is +/- 38,435 sf in size at the normal pool
elevation and would treat anything that flows into it. I hope this information is enough justification to allow the
12" inlet to remain.
Also attached is a revised narrative with the 12" diameter drop inlet mentioned.
If you feel it needs to be removed, please let me know and I will inform the golf course that it will be required to be
removed.
Thanks
Mark N. Hargrove, PE
Port City Consulting Engineers, PLLC
910-599-1744
From: Lewis,Linda [mai Ito: linda.lewis@ ncdenr.gov]
Sent: Tuesday, February 23, 2016 9:45 AM
To: Mark Hargrove
Subject: Eagle Point SW8 980634
Mark -
I've reviewed the proposed changes / additions to the subject project in Express and have the following comments:
The BLIA breakdown on the application does not include any Future BUA. 1 recommended to the architect that
accompanied me on my inspection, that he take the full 25% BUA allocation with this modification. In the future,
you would only need to provide a plan revision rather than a full modification. Do you want to revise page 3 of 6
to include a future amount of 1,644,412 sf in the overall column and a future amount of 271,291 in the ORW
column?

2. Please update the narrative statement to include the as -built inlet and collection piping near the cart barn that
drains into the golf course pond. As you are aware, collection piping is not allowed under low density. You will
need to either provide justification for keeping it, or it must be removed.
Please submit the requested information by March 1, 2016.
G:\\\stormwater\permits & projects\980634 LD\2016 02 addinfo 980634
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinra.lewis(&ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403
.,a. if corresoof i.jer C, r_I a rO 51! ,1 - a'a !S, li?'it::. ,•' ! ;16
.:-'
This email has been sent from a virus -free computer protected by Avast.
www.avast.co,n

STORM WATER NARRATIVE
1 SEAL
EAGLE POINT GOLF CLUB 19742
FITNESS CENTE MALFIVAY HOUSE 81 DORM FA
WILMIN GTON, NC
The site is located at 8131 Bald Eagle Lane in Porter's Neck off of Market Street. The
proposed project is adjacent to the existing club house located on the 216 acre site. The
building will be a fitnem center and have dorm moms available for people to stay
overnight. The Of course was previously permitted as a Low Density project on
December 17, 1998 (SW8 980634). A modification to the permit was issued on August
23, 1999. The amount of impervious area was only 7.52%.
The site inspection was conducted by NCDEMLR and determined that there was some
slight differences in what had been constructed on site vs the permitted plans.
It was noted that the drop off area directly in front of the club house was different as well
as a concrete paver area had been added for golf carts in front of the pro shop and a
rubberized walkway was added. Based on comparing the previously permitted plans with
a surveyed as -built, it was determined that 1,097 sf of additional impervious area was
added in the drop off area, 750 sf of area for the concrete pavers and 422 sf for the
rubberized walkway.
Landscape islands had also been added to the parking lot area adjacent to the clubhouse
and in front of the two villas that have been constructed. The amount of parking area
permitted totaled 47,706 sf. The amount that is currently shown on the plans only totals
30,649 sf. The landscape islands are shown and taking into account. The small parking
area beside the clubhouse was larger than the area previously permitted. The area
previously permitted totaled 5,812 sf. The amount of impervious area constructed totaled
:,754 sf. However, all of this area will be removed for the new building. For the parking
impervious area, the final number used for the permit is the original number (47,706 sf)
minus the amount that will be removed (5,812 sf) for a total of 41,894 sf.
Al the proposed runoff will continue to sheet flow into natural areas and on to the Of
course grassed areas. A swale was added at the end of the access drive adjacent to the
dumpster to capture runoff coming down the drive and conwey it into a natural area where
it will be allowed to sheet flow. The project drains to the Intracoastal Waterway
(classification SA; ORW).
A small 12" diameter drop inlet with a 4" PVC lane exists that drains a small area (+/-
9,687 s6. This inlet was added after water began standing in the cart path adjacent to the
club house after golf carts were vwwhed down. The 4" fine is +/-182 If and drains to a
pond that is +/- 38,435 sf in size at the normal pool elevation.
ECEIVE
BY:

The soils on site are primarily Kenansville (Soil Group A) complexes.
The breakdown of the new impervious area is:
New Roof Top: 6,,176 sf - Building
New Concrete Sidewalk: 1,658 sf - Sidewalks
New Asphalt Drive (stmets):1,753 sf - Streets
New Concrete Wall: 54 sf - Other
New Dumpster Pad: 90 sf - Other
New Golf Cart Parking: 508 sf - Sidewalks
Sub Total:
Additional Drop -Off Area:
Additional Pavers:
Rubberized Walkway:
Sub Total:
Total:
10,239 sf
1,097 sf - Streets
750 sf - Sidewalks
422 sf - Sidewalks
2,269 sf
12,508 sf
Net total new impervious area is 12,508 — 5,812 = 6,696 sf of new impervious area
Drainage Area 1 is the entire site. Drainage Area 2 is the area within 575 of AEC.
% Impervious:
716,649 sf 19,444,244 sf = 0-0759 -- 7.59%
Calculations for flow to grassed swale:
Area — 0.41 acres
I — 7.0 — 10 yr storm
C — 0.68
Cc — (11,413)(0.9.5) + (6,338}(0.20) / 17,751 — 0.68
Q — CIA — (0.68)(7-0)(0.41) — 1.95 cfs
2
RECEIVED
BY:

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Linda Lewis
NCDWQ
127 Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
UnNn Op V121/4MA TQd
DATE 2/22/ 1 6
JOB No.
ATr MON
PHONE #
RE: Eagle Point Golf Club
Permit No. SW8 980634 Mod
Permit Revision
® Attached ❑ Under separate cover the following items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑ Diskette ❑ Permit Forms
COPIES
DATE
NO.
DESCRIPTION
2
Sheet C-3.0 - Overall Site Plan
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
REMARKS:
RY:
COPY TO:
❑ copies for
❑ Approved as submitted Resubmit approval
copies for
❑ Approved as noted ❑ Submit distribution
❑ Returned for corrections ❑ Return corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
RECEIVED
B enclosures are not as noted, kindly noffy us of once. FEB 2 2- 2016

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
(910) 599-17"
TO: Linda Lewis
NCDWQ
127 Cardinal Drive
Wilmington, NC 28405
DATE 2/ 18/ 16
JOB NO.
ATrENQON
PHONE #
RE: Eagle Point Golf Club
Permit No. SW8 980634 Mod
Permit Revision
WE ARE SENDING YOU [9 Attached ❑ Under separate cover the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change order ❑ Diskette ❑ Permit Forms
COPIES
DATE
NO.
DESCRIPTION
2
Copies of the State Stormwater Management Permit
Application
2
Copies of the Low Density Supplement
2
Copies of Grass Swale O&M Agreement
2
Copies of Plans Cover, C-1, C-2, C-3.0, C-3.1, C-4, C-6
2
Storm Water Narrative
1
Check for 500 for application fee
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
REMARKS:
El
❑ Approved as submitted Resubmit
❑ Approved as noted ❑ Submit
❑ Returned for corrections ❑ Return
copies for
_approval
copies for
distribution
corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: File SIGNED:
N enclosures are not as noted, kindly nobly us at once.