SW8980634_Historical File_20160816

Energy, Mineral &
Land .Resources
ENVIRONMENTAL QUALITY
August 16, 2016
Robert Long, President
Eagle Point Golf Club, Inc.
8131 Bald Eagle Lane
Wilmington, NC 28411
Subject: Approved Plan Revision for
Eagle Point Golf Club
Stormwater Management Permit No. SW8 980634
New Hanover County
Dear Mr. Long:
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
On August 2, 2016, the Wilmington Regional Office received a complete Express request to revise the
approved plans for Stormwater Management Permit Number SW8 980634. The approved revisions are
listed on the attached table. It has been determined that a formal permit modification is not required for
the proposed changes. We are forwarding you an approved copy of the revised plans for your files. Please
add the attached planks to the previously approved plan set and replace page 3 of 6 of the application with
the updated page 3 of 6 (stamped received on August 2, 2016) and replace the previously approved page 2
of 4 of the low density supplement form with the updated page 2 of 4 (stamped received on August.16,
2016) attached.
Please be aware that all terms and conditions of the permit issued on February 24, 2016, remain in
full force and effect. Please also understand that the approval of this revision to the approved plans or
to the permit for the subject State Stormwater project is done on a case -by -case basis. Any other
changes to this project must be approved through this Office prior to construction. The issuance of
this plan revision does not preclude the permittee from complying with all other applicable statutes,
rules, regulations or ordinances which may have jurisdiction over the proposed activity, and obtaining
a permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis, E.I.
Environmental Engineer III
Y'GDS1ar1: 111StormwaterlPermits & Projects119981980634 LD\2016 08 permit_pr 980634
cc: Mark Hargrove, P.E., Port City Consulting Engineers
Dennis Bordeaus, New Hanover County Building Inspections
Wilmington Regional Office Stormwater Permit File
State of North Carolina J Environmental Quality I Energy, Mineral and Land Resources
WiilmingtonRegional Office. 1 127Cardinal'DriveExtenston J Wilmington. NC 28405
910 796 7215

State Stormwater Permit No. SW8 980634
Page 2 of 2
Approved Plan Revisions and Permit Modifications for SW8 980634
APPROVAL
DATE
8/16/2016
TYPE
MOD) (PR or
PR
PROVED CHANGES
Parking Lot addition
NET BUA
CHANGE
W
(sfl
+3 828
STARTING
FUTURE
ALLOCATION
BALANCE
1,644 412
REMAINING
FUTURE
ALLOCATION
BALANCE
AFFECTED
BMP'S/
DA'S
1,640 854
n/a
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension J Wilmington, NC 28405
910 796 7215

DrMLR USE ONLY
ate i
ee Paid
1?ercTut 1Vinonber
'D
:Applicable Rules: 0 Coastal SW -1995 0 Coastal SW - 2008 0 Ph lI - Post Construction
(select all that apply) 0 Non -Coastal SW HQW/ORW Waters 0 Universal Stormwater Management Plan
D Other WQ Mgmt Plan -
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land. Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fibm matt be photocopied for use as an original
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, ebc.):
Eagle Point Golf Club
2. Location of Project (street address):
8131 Bald Eagle Lana
City- Wilmington County- New Hanover Zip- 25411
3. Directions to project (from nearest major intersection):
Frozin WilMM&!on, turn right 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 Eagle Lane and the entrance to the golf course is on the right.
4. Latitude:34a 17 Or N Longitude:77° 45' 30" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ONew MModification ❑ Renewal w/ Modificationt
tRenewals unth modifications also requires SWU 102 - Reneml Applicatwn Form
b.It 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 (it known) February 24, 2016 . and the status
of construction: []Not Started []Partially Completed* ® Completed* *provide a designer's certification
Specify the type of project (check one):
®Low Density []High Density []Drains to an Offsitae Stormwa�ystem []Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project if different than currently
Proposed,
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):
DCAMA Major Sedimentation/Erosion Control:. 0.13. ac of Disturbed Area
QNPDES Industrial Stormwater C]404/401 Permit- Proposed Impacts
b-lf any of these permits have already been acquired please provide the project Name, Project/Permit Number,
issue date and the type of each permit
5. Is the project located within 5 miles of a public airport? ZNo . []Yes
If yes, see S.L. 2012-200, Part VT hUJ[portal ncdem.ore/web/lrfnules-acid-regglations
ECEIVE �
Form SWU-101 Version Oct. 31, 2011 Page 1 of 6 AUG 0 2 20%
BY:

in. CONTACT INFORMATION
1.. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who awns the project):
Applicant/Organization: Eagle Point Golf Club Inc.
Signing Official & Title. Robert Lon¢ -President - --
b. Contact information for person listed in item la above.
Street Address. 8131 Bald Eagle Lane
City: Wilmulg.Mn State: NC Zip: 28411
Mailing Address (tf applicable):
City:
Phone:. (910 ) 686 - 4653
Email; Lx ly�eaglet�ointF c t
State. - Zip:
Fax: [phone]
c. Please check the appropriate box. The applicant listed above is;
0 The property owner (Skip to Contact Information, item 3a)
Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
0 Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
0 Developer* (Complete Contact Information, item 2a and 2b below-)
2, a Print Property Owner's none and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization. Eagle Point Par1uers LLG
Signing Official &'Title: Robert Long_ Presiden#
b. Contact information for person listed in item 2a above:
Street Address: 8131 Bald Eagle Lane
CityiNilmineton State NC Zip:28411
Mailing Address (if applicable),
City:_
State: Zip:
Phone: L9LO ) 686-4653 Fax: (910 ) 686-4b50
Email: L)qd aglepointgc net
3, a. (Optional) Print the name and title of another contact such as the project'9 construction supervisor or other
person who can answer questions about the project.
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above.
Mailing
City:—
Phone. -
Email: -
rv,1,0 2 2016
t•i
State. ..zip`
Fax,
4. LocaI jurisdiction for building permits New Hanover
Point of Contact: Dennis Bordeaux Phone #: (910 _} 798-7456
Farm SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV., PROJECT INFORMATION
1. In the space provided below, b—X 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 II - 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+:216.81 acres
+ Total project area shall be calculated to exclude the following: the normal pool of im� ?ounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHM Iine or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHK9 line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 25.0 %
9. How many drainage areas does the project have?2 (Far high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole properhj 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 below. ORW1,46C
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 2
Drainage Area 1
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 Drainage Area (sf)
0
0
Proposed Impervious Area** s
2,361,061
197,368
% Impervious Area** total
25.0
25.0
Impervious"* Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
49,226
49,
A
On -site Streets (sf)
77,874
71,197
On -site Parking (sf)
45,811
43,733
On -site Sidewalks (sf)
487,910
32,782
Other on -site (sf)
59,656
144
Future (sf)
1,640,584
267,885
9-0
Off -site (sf)
;
Existing BUA*** (sf)
f, U
Total (sf):
2,361,061
465,003
* Stream Class and Index Number can be determined at: ht%Y&ortal.ncdenr.or uLeb/`wq[ps cs c ask ca ons
Impervious area is defined as the built upon area including, but not Iimited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
Protects in Union County: Contact DEk&R Central like staff to check if the project is located within a Threatened & .
Endangered Species watershed that maybe -subject to more stringent stormwater requirements aspen ISA NCAC 02B .Of4©.
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
from hfitp.i /gg rtal.ncdenr.=/web/wq/wsisu/bmp:manual.
VL .. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land.Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htt ;//portal.ncclenr d1S!web/wg1ws/sui2tatesw/forms_dcos. The complete application package should be
submitted to the appropriate DEMUR Office. (The appropriate office may be found by locating project on the
interactive online map at ft.1/pgKtLl.ncdenr.org/web/wq/­ws/`suLmaps.)
Please indicate that the €ollow na required informad have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httn.//portal.ncdenr.orglweb/wa/1.x/su.ls; : teswlfornr. flocs.
Initials
1. Ongmal and one copy of the Stormwater Management Permit Application Form. �A�+
2 Onginal and one copy of the signed and notarized Deed Restrictions & Protective Covenants MN
Form. (if re"red as per Part V1I below)
3. Ongirtal of the applicable Supplement Forms) (sealed, signed and. datedl and O&M
agreement(s) fox each BMP.
4. Permit application processing fee of $►.50b payable to NCDENR. (For an Express review, refer to h►tolf
htto://www enyhelp orit/uago/onestopeict mess,hbnl for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meetiung.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor ino*
the project. This is required in addition to the brief summary provided m the Project
lydormation, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the "% Wl
receiving stream drains to class SA waters within'h mile of the site boundary, include the ;6
mile radius an the map_
7. Sealed, signed and dated calculations (one copy)- Yn toB
8. 1wo sets of plans folded to ti K x 14" (sealed, signed, & dated), including. '"Arm
a. Development/Projectname.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
a. Legend.
e. North arrow.
f. Scale
g. Revision number and dates.
K. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the W1W or NHW line of tidal
wafters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the Cranks of streams or rivers, and the MHW (or NHW) of tidal waters
i. Dimensioned property/project boundary with bearings & distances- E G E I V E
j.. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations. �G j
1. Details of roads, drainage features, collection systems, and stormwater control m
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated
qualified person. Provide documentation of qualifications and identify the person o
made the determination -on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31. 2013 Page 4 of 6

p. Vegetated buffers (where required)..
Copy of any applicable soils report with the associated SI-1WT eleva 'ons (Please identify
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" xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, .expected infiltration rate, and the method of de +;nir}g the nfr'liration rate.
f lnfxlt�raition Devices submitted to WiRO: Schedule a site visit for VFMLR to mi* the SHUVTI' prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book. 3573 Page No: 324324-M2
11. For corporations and limited liability corporations (LL C): Provide documentation from the NC
Secretary of State or Other official documentation, which supports the titles and positions held
by the persons listed in Contact information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htty / /www secre#ar�state nc usf Cortroratior�f CS�earclx.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and fixture developme3nt, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sim vary significantly or the proposed
BOA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and motorized deed restriction form.. The appropriate deed restrictions and
protective covenants forms can be downloaded from hMJ/portal..-,eenr.org/webJrfstate-stormwater-
forms dots. 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.
VIII. 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 requests for additional information) -
Consulting Engineer: Mark N. Hargrave PE
Consulting Firm: Port City ggnsulting�Eng mrs PLLC
Mailing Addresr. 6216 %Mg ridge Road
City' Wzinungton ---
Phone: (210 ) 599-1744
Email: mhar_aW a ft:rr com
State: NC Zip.28409
Fax; t ) -
DL PROPERTY OWNER AUTHORIZATION (if Contact Injb matwn, item 2 his been filled out, complete this
section)
1, (print or type name of person listed in Contact InformaWn, item 2a) Robert Lon , certify that I
own the property identified in this permit application, and thus give permission to (print ot. type name o f person
listed w Contact Inf oration, item 1a) Robert Long with f print or type name of organrzatum listed in
Contract Intfrrrmatum, item 1a) Eagle Point Gat, f Cl—ub Inc. to develop the project as currently proposed_ A copy of
the lease agreement or pending properly sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwaW syste3m-
GVEIVE
Form SWU-101 Version Oct. 31; 2013.Page 5 of 6 BY:

As the legal property owner I acknowledge, understand, and agree by mysignature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/ or cancels or defaults on they
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property ow net, it is my responsibility to notify DMAM 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 vnderstartd that the operation of a storrawatet treatment facility
without a valid permit is a violation .of NC General Statue 143-2151 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-2215.6.
Date: IAP
j2) i i �&Zu 4 a Notary Public for the State of _ /one . County of
/Y. oye r , do hereby certify that _--✓I fr L-, 2,o� rpersonally appeared
before me this L day of and acknowledge the due the application for
a stDri watei permit. 1Nitness hand. and official seat,
_�An RAD._
hem � /os
�•!.G-� ILL.4
,1
t� ,
• commission expires
'4
x APPLICANrS CERTWICATION
L .(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 construed 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 stocrmwaker rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Date: 7/ 7A
a Notary Public for the State of / 1►lrha... County of
Alnoye, r ... do hereby certify that jWQ L d E. LnC —Tr personally appeared
before me this dap of nn and ac wledge the dex onof the application for
Ov
a stormwrater permit. peal,
• •M •••,_ roi0
� C 3
rPU to
_0 of k
Form Sw[i-101 Version Oct. 31, 2013
nission expires
ECEIVE
Y�l!' . b Yf'•.•.l
Page 6 of 6 6Y:

Permit No.
Ito lie p cnrid d by DEMLRj
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, N ineral and Land Resources
STORMWATER 1 ANAGEIV ENT PERNUT APPLICATIONPORIA
LOAN DENSITY SUPPLEMENT
This fonn may be photocopied for use ass an anginal
A low density project is one hat meets the appropriate criteria for built upon area aind transports stormwater
runoff primarily through vegetated conveyances. Low density projects should n" e have a discrete stormwater
eotleoion system as i�t�'inie,.si b r i� 1N''t..:'°-"r,��_..1•..�� . S 0 (2)3 11 8). iietz�i+�ry1���� 5�?� �'g,.'*/� uiM::. e-,-,vs �xnd density factors �c�an be
1
LY ✓+i 1°=d ii: a`J �'$S;�lt'E Law l4 tl' '1.. ti, r,.l�. ". `�. e'1n'.. ...�' L��:'f. Session 4'.i. a .��...-2r L� and. f.'.a. .ALU.i✓ ^.i .�s �+' b l 4.iXi'JL2`q
{/` •l..5'�.:] CtA ��x cs - ry t e �''+c •Ls ,# �F R ^`� �� Iva i Q,ra s,J +. J 7 S"S q #], <.
�t. rrn '+'GT�.ter Be5'E _ .i c .Lsyw��Z: a 'ti�v M"'.a st all. . nib- and g ar �'ti ��i� a alll v,)-ed ; ra ided thcj neet .alai.
requirements in 15A NCAC 20.1008(g).
1. PROJECT LWORMATION
Project Name : Eagle Point Golf Club
Contact P'enson: Robert Long. Phone Number: ( 910 '06-465 3 —
Number of Lots:O Allowable Built Upon Area (BUA) Per Lot*:____
Number of Dwelling Units Per Acre`*,
Low Density Development (c day;: k one): ❑ without curb & gutter ® with curb & gutter, outlets to (check one)-
9 Swales 0 Vegetated Area
*If lot s` . are siot uniform, attach a table indicating the number of lots, lot sizes and F61ka vab a built upon area for each Dot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
r: ~'fzse t ?� sx-:.�t uuctiotr (non-SAI only)
II. BWLT UPON AREA.
Refer to DEN LR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (nttD:'!portal.ncdenr.ori � ieblr sKt-
tate-stonntdliorins does) /
Complete the foilowig cal: IEjon in the space pro-vldled L�,"el+LZ`:4' where:
• SA Site Area - the total project area above Mean i-1iO Water.
* DT Density Factor - the appropriate peicent built upon area divided. by 100.
RA Road Area - the total impervious surface occupied by roadways.
OA Other Area - the total area of impervious surfaces such as clubhouses. tennis courts, sidewalks, etc.
= No. of Lots -the total number of lots in the subdivision.
® BUA per Lot - the computed allowable built upon area for each lot including driveways and inipe*n oas
surfaces located between the front lot line and the edge of pavement.
• Total allowable log BUA - the computed allowable built upon area for all lots co '
• Total BUA from lot listing - the semi of built upon area allocated for e eVAtof n niforin lots.
Form Sw t31-Low Density=Rek.3-240109 Page 1. of 4
FEB IZ2
p,Y:

Calculation:
For uniform lot sizes:
(SA: ft2 x DR ) — (RA: W) — (OA: ft2 = BUA per Lot = fl2
(No of Lots: _)
For non -uniform lot sizes:
3�,e� i+y� !i �
a. (SA: _ ftZ x DF: 0 4 ) - (RA:�, fr } - (OA: �) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: 21& Pf I sf. b must be <_ a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdse.nws.noaa.gov/hdsc/pfdsl
Table 1. Swale design information based on the 0-year storm.
Swale No.
Drainage
Area ac
Ampervious
Area (ac)
Grassed
Area (ac)
C
Q
(cfs)
Slope
%)
Vailm
1
Vactual
(fps)
Flow
Depthft)
1
0.41
0.26
.15
0.68
[SS'
--,,'fps)
0.38
4.0
1.28
0.55
2
Z
v•67
0, y.S'
0•67
s• as
a.s
,-D
CP-4
o.o�
3
4
5
6
7
8
9
10
IVE
li
12
13
Y:
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4

W. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Adirunistnath a Code Section 15A
NCAC 2,11 .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicmo the page �r plan sheet numbers 4 mere frie support ng documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. 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
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then Justification must be attached. Only complete items n through p for; ro 3 r.4
r&-uLs
Sheet No.
arit>f
y a. f
Fe.- ~ projects i i she 20 coastal counties: leer NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
'" b.
For HQW or ORW projects outside the 20 coastal counties: A 30 foot %,dde vcgetativ e 'uff r•
is provided adjacent to surface waters.
C. t
For Phase H Post -Construction projects: _' is built upon, area is located at least 30 feel..
landward of all perennial and intermittent surface waters.
— >-
d.
Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
4e
platting and prior to the sale feu ants lets.
94 1
4 W. e.
Built upon area calculations are provided for the overall project and all lots.
� . f.
Project conforms to low density requirements within the ORW AEC. (if applicable per
I5A NCAC 2H .1007)
C-6 g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:]for curb outlet swales.
Ono
G� ±.
Longitudinal slope of swales is no greater than 5%; for non -Curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
i.
:-ia - t.eaiir. usit, sv,,-aces designed to u=v thty 10 yrar Eornn velocity ar a non -erosive rate.
--—
—�� j.
Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity f�- 2 t':r`s .
l"A
k.
Swale detail and permaneut vegetation is specified on the plans.
)NA_
C4 1.
Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
AAW
-_.- m.
Swale, are; located in recorded drainage easements.
-lei _
G- 4 n.4
Length of swale or vegetated area is at least 100 feet for each curb outlet.
MAW
ro.tt
The system takes into account the run-ofl' at ultimate built -out potential from al` surfaces
draining to the system (delineate drainage area for each swale).
^V#
t--- i! P"
Curb outlets direct flow to a swale or vegetated area.
Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffer^,.
t` Only complete these items for projects with curb outlets. E C E ®VE
Form SW401-Low Density -Rev. !
3-?.i a� Page 3 �f 4
BY:

V � SVt -rr E SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
QresPon, and trwh accumulanon.
Accumulated sediment and trash will be removed as necessary. Swales wili be reseeded or sedded.
4. E�1•oded areas ofuhe :%-,aivs vv?l lx: repaired and eesieeded. Scales wii be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope,
a. Catch. basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, ;PapeL or filled in widnoxz approval from NCDENR Division of Energy_ Mineral
mud o"16 Reso:.--cs.
I acknowledge arld agree by my signature below fhat I am responsible for the perforinw= of the six
maintenance procedres listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the sytitem or responsible party.
Print Name and Title- Robert Long - President F40e Point Golf Club. lmc.
Phone-
I:Iat :.
ter' Rx ;'e ally responsible party should not be a ' s:�r > = r.; <.s association unless irr.-;, v lha;,- S(Y0 of the lots have been sold and a
1tifCiden gflhe s&,e A7J7 0r1 hal; &cea fBalYmcd the president.
1A, qA. i d..a Notary Public forthe State of—���..,, County of
uL - do hereby certify thatI personally ripT'essrexT before me this Z
da' of and acknoulesice the due execution ofthe forarsirrg Swale maintenance requirements.
1A'imle".s !m grand and o 1c;ai seal,
'Notary signature
BRITTINI YOUNG
Notary Public
P_l,orth Carolina
vfW Ne anover County
i r `. n
My commission expires -..I Vl l -�;.AbAo ---
I
font SW401-Loon Densitr=r; , 3-2j10'09 Page 4 of 4
BY:

Permit Name:
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
After the first-time fertilization to establish the grass in the swale, fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire length of the
swale
Trash/debris is present.
Remove the trash/debris.
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
remove the gully, and then re -sod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at
the bottom of the swale.
Remove sediment and dispose in an
area that will not impact streams or
The receiving water
BMPs. Re -sod if necessary.
Vegetation is too short or too
long.
Erosion or other signs of
Maintain vegetation at a height of
aproximately six inches.
Contact the NC Division of Water
damage have occurred at the
outlet.
Quality 401 Oversight Unit at 919-
733-1786.
IV .
FEB 2 2 20%
Form SW401-Grassed Swale O&M-Rev.3 Page 1 of 2

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Eagle Point Golf Club
BMP drainage area number: 2
Print name: Robert Long
Title: President - Eagle Point Golf Club Inc
Address: 8131 Bald Eagle Lane Wilmington NC 28411
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, DM�IVI1 1 , a Notary Public for the State of
Ali* County of i3Qtj 44Al 1WV , do hereby certify that
CoWk 1, At\ personally appeared before me this 016
day of '�(�'lU(J� l�1 , and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. Witness my hand and official seal,
BRITTINI YOUNG
Notary Public
North Carolina
New Hanover County
SEAL
1vly commission expires_IAJ") �' ogn-D
Ma ff
FEB 2 2 2016
BY:
Fn— SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

MEMORY TRANSMISSION REPORT
TIME :08-17-2016 16:21
FAX N0.1
NAME
FILE NO.
069
DATF
08.17 16:20
TO
96864650
DOCUMENT PAGES
: 3
START TIME
08.17 16:20
END TIME
08.17 16:21
PAGES SENT
3
STATUS
OK

Pat mecro y, • Governor
Date:
To:
Co:
Fax:
Re:
State of, %artth Carolina
Department of Environmental Quality
Widmi mgton Regional Me
FAX COVER SHEET
110e��/// I,—
DonaM A ran der V ae, Secretary
No. Pages (excl. cover):
/ From. Jo Casmer
Phone: [phone]
Fax: [phone]
127 Catdinal Drive Extension, Wilmington, NC 28405 a [phone] o An Equal Opporttwity Affirmative Action EuWwyer

r
PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
To: Linda Lewis
NCDWQ
127 Cardinal Drive
Wilmington, NC 28405
10M (OP � 0 4 L1 VGMMU
DATE 8/ 10/ 16
JOB NO.
ATTENTION
PHONE #
RE: Eagle Point Golf Club
Permit No. SW8 980634 Mod
Permit Revision
WE ARE SENDING YOU ® 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
Revised sheets C-3 & c-4
1
Copy of storm water calculations for parking lot sheet
flow
THESE ARE TRANSMITTED as checked below:
® For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
❑ Approved as submitted Resubmit
❑ Approved as noted ❑ Submit
❑ Returned for corrections ❑ Return
n
20 ❑ PRINTS RETURNED
COPY TO: File SIGNED:
copies for
_approval
copies for
distribution
corrected prints
9 enclosures are not as noted, kindly notffy us at once.

EAGLE POINT GOLF CLUB
PARKING LOT ADDITION
NCDEMLR
August 10, 2016
Q SEAL
I9742
J4AW
MECEIVEoh
kU6 1 1 2016
BY:
Port City Consulting Engineers, PLLC
6216 Stonebridge Road
Wilmington, North Carolina 28409
[phone]
NC License No. P-1032

Eagle Poird Golf Club
Velocity Control:
Parking Lot Flow
Drainage Area = 48,930 sf --- 1.12 ac
I = 7.0 in/hr
Impervious Area = 29,335 sf
Pervious Area = 19,595 sf
Cc = (191595)(0.25) + (29,335)(0.95) / 48,930 = 0.67
Q = CIA = (0.67)(7.0)(1.12)
Q = 5.25 cfs
See attached calculations for sheet flow off parking lot 45 ft wide.
Assume swale is 45 ft wide

Hydraulic Analysis Report
Project Data
Project Title: Eagle Point Golf Club
Input Parameters
Channel Type: Trapezoidal
Side Slope 1 (Z1): 1.0000 ft/ft
Side Slope 2 (Z2): 1.0000 ft/ft
Channel Width: 45.0000 ft
Longitudinal Slope: 0.0417 ft/ft
Manning's n: 0.0150
Flow: 5.2500 cfs
Result Parameters
Depth: 0.0454 ft
Area of Flow: 2.0433 ft"2
Wetted Perimeter: 45.1283 ft
Hydraulic Radius: 0.0453 ft
Average Velocity: 2.5694 ft/s
Top Width: 45.0907 ft
Froude Number: 2.1270
Critical Depth: 0.0750 ft
Critical Velocity: 1.5525 ft/s
Critical Slope: 0.0078 ft/ft
Critical Top Width: 45.15 ft
Calculated Max Shear Stress: 0.1180 Ib/ft"2
Calculated Avg Shear Stress: 0.1178 Ib/ft^2
ECEIVE
AUG 1 1 20.3
BY:

Hydraulic Analysis Report
Project Data
Project Title: Eagle Point Golf Club
Channel Analysis: Parking Lot Flow thru grassed area
Notes:
Input Parameters
Channel Type: Trapezoidal
Side Slope 1 (Z1): 1.0000 ft/ft
Side Slope 2 (Z2): 1.0000 ft/ft
Channel Width: 45.0000 ft
Longitudinal Slope: 0.0750 ft/ft
Manning's n: 0.0270
Flow: 5.2500 cfs
Result Parameters
Depth: 0.0541 ft
Area of Flow: 2.4358 'IL "2
Wetted Perimeter: 45.1529 ft
Hydraulic Radius: 0.0539 ft
Average Velocity: 2.1554 ft/s
Top Width: 45.1081 ft
Froude Number: 1.6345
Critical Depth: 0.0751 ft
Critical Velocity: 1.5519 ft/s
Critical Slope: 0.0252 ft/ft
Critical Top Width: 45.15 ft
Calculated Max Shear Stress: 0.2530 Ib/ft^2
Calculated Avg Shear Stress: 0.2525 Ib/ft^2
ECEIE.
AUG 16 2016
BY:

-1
FE
h
tr

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, August 09, 2016 12:13 PM
To: 'Mark Hargrove'
U. '[e-mail]'
Subject: Eagle Point SW8 980634
Mark:
The grading you show on the plans submitted on August 2, 2016, will allow sheet flow over the impervious
area of the parking lot itself, but the existing grade appears to reconcentrate that runoff once it leaves the
parking lot. I understand that there are trees up against the parking lot that you would like to preserve, but
those trees are so close to the edge that those roots will end up being impacted by the construction and the fill,
regardless. In addition, the use of curb and gutter (albeit a small amount) requires the installation of a 100 foot
long swale with 5:1 slopes at a 5% grade or less or a 100' long vegetated area at a 5% grade or where non -
erosive sheet flow can be achieved. I really need some type of level spreader or gravel verge to catch that
runoff and promote infiltration and sheet flow through the grassed area as the runoff leaves the parking lot.
As we discussed at the submittal meeting, there will need to be a more aggressive maintenance component to
keep the grass from building up above the pavement edge and to keep it sloped to promote drainage. I would
suggest that you install a 12" gravel verge along the edge of the parking lot to make the transition easier to
maintain.
Please submit a revised plan with a level spreader and a 100' long curb outlet swale or a 100' long vegetated
area, or add a 12"W x 12" D gravel verge along the edge of the parking lot.
I started comparing the proposed grading to the original contours provided in 1999 and have come to realize
that we only have spot elevations for the pavement. There is no associated proposed contour depicting the
land grading operations that were needed to construct the original clubhouse, entrance road, villas, and
parking. This plan revision approval letter will be caveated by a requirement for the permittee to provide an as -
built grading plan specific to the clubhouse, entrance road and villas, before any additional changes are
approved at this site, (i.e., changes made AFTER this one) so the Division can see how the land has been
graded, and determine whether the grading supports the intent of low density.
Please also note on the application that I have labeled the second drainage area column as "ORW AEC".
Also, the onsite buildings are listed as 49226 in the overall column, but as 49262 in the ORW AEC column.
The Feb 2016 application listed the buildings in both columns as 49226. It's probably just a transposition of
numbers.
Please provide the requested information by August 16, 2016. Please call to discuss any of these comments.
Thank you.
Linda Lewis, E.I.
Environmental Engineer ill
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinda.lewisCa ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension

Wilmington, NC 28403
'Nothing Compares-,-,
Fr•7ail correspondence io end from lihis Eiddress to the
P4xit4 Carolina Pubh'o Recands L a�vv and rev ?>o dksclospi to third p6dips.

PORT CITY CONSULTING ENGINEERS, PLLC � 7&f"� Q OV VIUM OMU
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
® Attached
❑ Prints
❑ Change order
DATE 8/2/ 1 6
JOB NO.
ATTENTION
PHONE#
RE: Eagle Point Golf Club
Permit No. SW8 980634 Mod
9-an ReFR44 Revision
❑ Under separate cover the following Items:
❑ Plans ❑ Samples ❑ Specifications
❑ Diskette ❑ Permit Forms
COPIES
DATE
NO.
DESCRIPTION
2
Copies of the State Stormwater Management Permit
Application
2
Copies of Plans Cover, C-1, C-2, C-3, C-4, C-6
2
Storm Water Narrative
1
Check for $500 for application fee
THESE ARE TRANSMITTED as checked below:
N For approval
❑ For your use
❑ As requested
❑ For review and
comment
❑ FOR BIDS DUE
REMARKS -
COPY To: File
El
❑ Approved as submitted Resubmit
❑ Approved as noted ❑ Submit
❑ Returned for corrections ❑ Return
A
copies for
_approval
copies for
distribution
corrected prints
20 ❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED:
if enclosures are not as noted kindly notify us at once.

STORM WATER NARRATIVE
EAGLE POINT GOLF CLUB
PARKING LOT ADDITION
WILMINGTON, NC
ECEIVEZEN
AUG o z 2016 0
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 and recently permitted Fitness Center/Halfway
House and Dorm Facility located on the 216 acre site. The parking lot addition will only add
3,828 sf of new impervious area.
There will be 198 sf of asphalt removed for a landscape island, 122 sf of concrete sidewalk that
will be removed and replaced with asphalt and 4,148 sf of new asphalt and curbing and
concrete walkway for the new parking lot.
The golf course was previously permitted as a Low Density project on December 17, 1998 (SW8
980634). The latest modification to the permit was issued on February 24, 2016. The amount
of impervious area was only 7.56%. The new impervious area will only increase the
impervious area for the site to 7.63%.
All the proposed runoff will continue to sheet flow into natural areas and on to the golf 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 convey it into a natural area where it will be allowed
to sheet flow. The project drains to the Intracoastal Waterway (classification SA; ORW).
The soils on site are primarily Kenansville (Soil Group A) complexes.
The breakdown of the new impervious area for the parking lot is:
New Asphalt & Curbing: 4,115 sf — parking
New Concrete Walkway:
Asphalt being removed:
Sidewalk removed:
33 sf
(198 sf) —
022 A — sidewalk removed
Total New Impervious Area: 3,828 sf
Drainage Area 1 is the entire site. Drainage Area 2 is the area within 575 of AEC.
% Impervious: 720,477 sf / 9,444,244 sf = 0.0763 — 7.63 --- actual amount being permitted
Total site: 2,361,061 / 9,444,244 = 25.0%