91-96 Renewal 2017 Bald Head Island Limited LLC

Permit Class
RENEWAL
RECEIVED
MAR 01 2017
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Permit Number
91-96
Z
for
DCM- MHD CITY X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
Coastal Resources Commission
Permit
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Bald Head Island Limited LLC, PO Box 3069, Bald Head, NC 28461
Authorizing development in Brunswick County at Cape Fear River, at Southport of SR 1540
, as requested in the permittee's application dated letter dated 12/9/15.
is subject to con
ms and notes set
diance with the a
where consistent
below. Any violation of these terms may
De subject to rmes, mipnsonment or civil action; or may cause me permit to be null and void.
1) This renewal shall be attached to Permit No. 91-96, which was issued to the permittee on 6/3/96, as
well as all subsequent modifications, refinements, and renewals, and copies of all documents shall be
readily available on site when a Division representative inspects the project for compliance.
2) All conditions and stipulations of the active permit remain in force under this renewal.
NOTE: A permit renewal application processing fee of $100 was received by DCM for this project.
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2018
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
Braxton C. Praiis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

:rout Class
STATE OF NORTH CAROLINA
Department of Environmental Quality — - - and
Coastal Resources Commission
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
91-96
to Bald Head Island Limited LLC PO Box 3069 Bald Head NC 28461
izing development in Brunswick County at Cape Fear River, at Southport of SR 1540
uested in the permittee's application dated letter dated 12/9/15.
trait, issued on February 1 2017 is subject to compliance with the application (where consistent
permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
,ct to fines, imprisonment or civil action; or may cause the permit to be null and void.
This renewal shall be attached to Permit No. 91-96, which was issued to the permittee on 6/3/96, as
well as all subsequent modifications, refinements, and renewals, and copies of all documents shall be
readily available on site when a Division representative inspects the project for compliance.
All conditions and stipulations of the active permit remain in force under this renewal.
A permit renewal application processing fee of $100 was received by DCM for this project.
permit action may be appealed by the permittee or
ialified persons within twenty (20) days of the issuing
permit must be accessible on -site to Department
iel when the project is inspected for compliance.
maintenance work or project modification not covered
ier requires further Division approval.
work must cease when the permit expires on
ng this permit, the State of North Carolina agrees
project is consistent with the North Carolina Coastal
ent Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
Braxton C. Mavis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Per

Bruce Marek, P.E.
P. O. Box 3069
Bald Head Island, NC 28461
Cell: 910-228-2484 RECEIVED
[e-mail]
November 1, 2016 NOV 16 2016
Ms. Tara MacPherson
NCDEQ Division of Coastal Management DC M- M H D CITY
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: CAMA Permit #91-96: Bald Head Island Limited, LLC Deep Point Marina Permit Renewal
Dear Ms. MacPherson:
This letter is submitted on behalf of Bald Head Island Limited, LLC, for CAMA Major Permit 91-96 Deep
Point Marina, 1301 Ferry Road, Southport, NC 28461, set to expire 12-31-16. Included is Bald Head Island
Ltd Planning and Permits Check # 1543 for $100 for the renewal.
Deep Point is still an important part of the Bald Head Island Limited, LLC ongoing development. As the
mainland transportation terminal for the Bald Head Island Ferry, parking facility for almost 3000
vehicles, and the home to an 86 slip recreational "Clean Marina", Deep Point may seem to be pretty
complete. However, we still have plans (already in the 91-96 CAMA Permit) for a future Administration
Building, Restaurant, Hotel, Marina -front Shops and more parking. It will be several more years before
Deep Point is "complete".
Thanks for your always kind assistance in this manner.
Bruce Marek, P.E.
For Bald Head Island Limited, LLC Planning Dept.
cc: Jamillah Bailey, BHI Planning & Development
2.aQ0 9� •.,. I l%
SEAL
's 15684 { _
•.FjyGINE�a ti�
' ;9(i E J.MPP
RECEIVED
DCM WILMINGTON, NC
NOV 0 4 2016

w
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 12, 21
Mr. Bruce Marek
PO Box 3069
Bald Head Island, NC 28461
Dear Mr. Marek:
Donald R. van der Vaart
? Secretary
RECEIVED
NOV 16 2016
DCM- MHD CITY
This is with reference to your request to modify State Permit #91-96, acting as agent for Bald
Head Island Limited, LLC. The permit was issued on June 3, 1996 and expires on November 15,
2016. The action proposed in your submittal, as submitted in your March 2, 2015 request, is to
modify the dimensions of the ferry maintenance dock. The dock was originally authorized at 95'
in length by 8' in width. The modified dock would include a 16' in length by 10' in width
floating ramp landing platform connecting to a 70' in length by 6.25' in width dock. Ferry access
dock steps leading to a cantilevered platform would be constructed approximately midway along
the dock. Twelve dolphin pilings, each consisting of 4 pilings, are also proposed along the dock.
In reviewing the information provided, the Division of Coastal Management has determined that
the proposed action is consistent with existing State rules and regulations and is in keeping with
the original purpose and intent of the permit. This Letter of Refinement authorizes the
modification of State Permit #91-96, as described in your letter dated March 12, 2015 and plan
labeled "Sheet: Deep Point Marina Floating Maintenance Dock", dated March 12, 2015. All
permit conditions remain in effect.
Please note this refinement does not authorize any work not expressly described above, nor does
it eliminate the need to obtain any other additional state, federal or local permits, approvals or
authorizations that may be required. By copy of this letter we are also notifying the U. S. Army
Corps of Engineers and the NC Division of Energy, Minerals & Land Resources of our action. If
you have any questions concerning the above or if I can be of any other assistance, please advise.
Sincerely,
Debra Wilson
District Manager
cc: Jonathan Howell, DCM Wayne Strickland, LPO
Tyler Crumbley, COE Wilmington Files
Chad Coburn, DWR
127 Cardinal Drive Ext, Wilmington, North Carolina 28405
Phone: [phone] Intemet: www.nodenr.gov
An Equal Opportunity 1 Af6rmab" Action Employer— Made in part by recycled paper

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARUNGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403.1343
July 18, 2017
Regulatory Division
Action ID No. SAW-1996-02657 and State Permit No. 91-96
General Permit No. 198000291
Bald Head Island, LLC
Attn: Mr. Bruce Marek
5489 Eastwind Road
Wilmington, North Carolina 28403
Dear Mr. Marek:
Through coordination with the North Carolina Division of Coastal Management, and on
behalf of the Bald Head Island, LLC, we have learned of your request to modify your permit
issued on June 2, 1996, authorizing Permittee to fill gaps between vessel access stairways, install
a 5-piling dolphin cluster, and 5 timber pilings on F-dock last finger pier on Bald Head Island,
Brunswick County, North Carolina. Coordinates are: 33.93077 N,-77.99609 W.
Your proposal continues to be consistent with the provisions and objectives of general
permit No. 198000291 (copy enclosed). The permit is hereby modified. It is understood that all
other conditions of your permit remain applicable.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified. Your Department of the Army permit will expire on December 31, 2021.
Questions or comments may be addressed to Mr. Tyler Crumbley, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincer
Tyler Crum ley
Regulatory Project Manager
Enclosures:
CAMA permit
GP 291 conditions

-2-
Copies Furnished (without enclosures):
Dr. Ken Riley
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Dr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environmental Quality
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Mr, Chad Coburn
Division of Water Resources
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Ms. Karen Higgins
Division of Water Resources
North Carolina Department of
Environmental Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726

-3-
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
BOSN3/Mr. ScottMcAloon
United States Coast Guard
Sector North Carolina Waterways Management
2301 E. Fort Macon Road
Atlantic Beach, North Carolina 28512
Ms. Heather Coats
North Carolina Department of
Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405

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Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
May 18, 2017
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
RE�.` IV EU
Charles A. Paul, III, CEO MAY 2 4 2017
Bald Head Island Limited, LLC
PO Box 3069
Bald Head Island, NC 28461 DCM- MHD CITY
Subject: State Stormwater Management Permit No. SW8 951012 Modification
Deep Point Marina
High Density Wet Pond / Infiltration Project
Brunswick County
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for Deep Point Manna on May 17, 2017. Staff review of the plans and specifications has
determined that the modified project, as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding modified Permit No. SW8
951012 dated May 18, 2017, for the construction, operation and maintenance of the SCM's and built -
upon areas associated with the subject project.
This permit shall be effective from the date of issuance until February 15. 2021, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the conditions listed in
this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew
the permit, will result in future compliance problems.
The following modifications are included and covered by this permit:
1. Added 2 new parking areas.
2. Added 2 new infiltration basins 1 and 1 B under 2017 MDC. There are now 26 infiltration basins,
6 infiltration trenches and 2 wet detention ponds under this permit.
3. Modified existing infiltration basins, ]A, 2, 3, 9A, 10 , 11 and 12 to meet 2017 MDC.
4. The supplement forms and O&M documents for the basins added/modified by this version of the
permit were submitted using Supplement EZ and O&M EZ. The existing supplements and O&M
documents for the existing basins, trenches and ponds that were not modified are included and
covered by this permit.
5. The approved plan set includes the plans previously approved on December 17, 2008, as modified
on April 7, 2015, and the plans for Basins 1, 1B, 1A and 9A.
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
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
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 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
State or North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional office ( 127 Cardinal Drive Extension I Wilmington, NC 28405
9l0 796 7215

State Stormwater Permit No. SW8 951012
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis in the Wilmington Regional Office, at [phone].
Sincerely,
3r Tracy Davis, E., Director
Division of Energy, Mineral and Land Resources
GDS/ arl: \\\Stormwater\Permits & Projects\1995\951012 HD\2017 05 permit 951012
cc: Liane Morgan, P.E., S&ME, Inc. (9751 Southern Pine Boulevard, Charlotte, NC 28273)
Brunswick County Building Inspections
Division of Coastal Management
Wilmington Regional Office Stormwater File
REceJ%j J�®
MAY 2 4 2017
DCM- MHp CITY
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1127Cardlnal Drive Extension I Wilmington,NC 28405
910 796 7215

State Stormwater Management
Permit No. SW8 951012
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bald Head Island Limited, LLC
RECEIVED
Deep Point Marina
1301 Old Ferry Road, Southport, Brunswick County MAY 2 4 2017
FOR THE
DC M-HD CITY
construction, operation and maintenance of two (2) wet detention ponds, tw n -six
infiltration basins and six (6) infiltration trenches. Nine (9) of the infiltration basins are
permitted under the provisions of 15A NCAC 2H .1000, effective January 1, 2017. The
remaining Stormwater Control Measures (SCM's) remain permitted under the provisions of
15A NCAC 02H.1000 effective September 1, 1995 (hereafter referred to as the "stormwater
rules'). 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 (hereafter, the Division or DEMLR) are considered an
enforceable part of this permit.
This permit shall be effective from the date of issuance until February 15, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 (26 infiltration basins), Section 1.8 (6 infiltration
trenches) and Section 1.9 (2 wet detention ponds) of this permit. The total BUA for
this project is 1,208,772 square feet.
3. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. There is no allotment for future built -upon area.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
Page 1 of 9

State Stormwater Management
Permit No. S W 8 951012
This project proposes that some of the basins will be interconnected and work
together to provide the required minimum storage volumes. The storage volume
provided is based on a controlling elevation which is the highest common elevation
shared by the basins in that system prior to overflow. No storage credit is given for
volume stored in the parking lot.
7. The following design criteria have been provided in the infiltration basins and must
be maintained at design conditions:
Infiltration Basins
Combined Storage in Basins 1,1A, 113, 2, 3, 9A, 10,11 812
Units
Basin 1
Basin 1A
Basin 18
Basin 2
Basin 3
Basin 9A
n 11
Basin 12
a Draina e Area
Acres
0.82
1.13
0.95
1.51
1.38
1 53
0
2 75
Onsite
ft2
35760
49094
41324
65943
90115
49339
84
119797
Offsile
ft2
0
0
0
0
0
0
0
b.Total BUA
f12
23156
38607
28633
53014
47047
40921
76
W61476
76041c.
Desi n Storm
In
1.5
15
1.5
15
15
15
5
1.5d.
Basin Depth
Fl
3.0
2.0
30
20
20
2.0
0
1.0e
Bottom Elevation
FMSL
150
16.0
15.0
16.0
16.0
160
6
17.0f.
Bottom Surface Area
ftz
2091
131
523
449
35
126306
7908
B ass WeirElev.
FMSL
18.0
18.0 1
18.0
18.0
180
18.0
18.0
18,0
18.0
h. Permitted Stor. Vol
ft3
10107
3093
6186
8086
2270
5706
8927 1
10112 1
18118
L T of Soil
N/A
Wando
Fine Sand
Infiltration Rate
in/hr
18 11 3.8 20 20 5 20 20 20
k. SHWT
FMSL
7.0 1 9.0 8.0 12.0 1 13.0 1 7.0 I 12.0 14.0 13.0
I Draw Down Time
Hrs
40 1 26 34 1 4 1 28 1 4 14 3
m.RecStream/RiverBasin
NIA
Southport Restricted Area / CPF17
n. Stream Index No,
N/A
18-88-3.5
o. Classification
N/A
Sc
Infiltration Basins
Units
Basin
1S
Basin
Basin 17
Basin
Basin 18
Basin 19
Basin 20
Basin2l
Basin
74A
17A
Drainage Area
Acres;26185
0.60
.43
1.89
.21
2.20
4.39
1.84
0.10
0.52
Onsite
ft2
18471
82125
9335
95968
191261
80021
4351
19945
Offsile
ftz
0
0
0
0
0
0
0
0
0
q.Total BUA
ft2
18867
3479
60487
7146
55114
107449
44619
1127
5817
Design Storm
In
3.0
3.0
3.0
3.0
3.0
30
3.0
30
3.0
s. Basin Depth
Ft
3.94
1.0
2.0
3.5
5.3
4.0
3.5
1.0
0.8
t Bottom Elevation
FMSL
13.0
6.0
100
9.5
4.0
7.0
5.0
18.0
17.0
u. Botom Surface Area
ft2
459
591
5197
514.5
883
5896
1219
195
1326
v. B ass Weir Elev
FMSL
16 94
7.0
12,0
13.0
9.3
11.0
8.5
19.0
17.8
w Permitfed Slor.VOL
fl3
7800
2751
15081
1801
15956
32522
11460
398
1585
x. T of Soil
N/A
Wando
Fine Sand
. InfiltrationRate
in/hr
200
z. SHWT
FMSL
11.0 12.0 6.0 6.0 2.0 5.0 2.0 15.0 14.0
aa. Draw Down Time
Hrs
12 0 2 0 3.5 4 21 5.4 11.0 2.0 2.0
bb.RecStream/RiverBasin
N/A
Southport Restricted Area / CPF17
oc. Stream Index No.
N/A
18-88-3.5
dd. Classification
N/A
Sc
RECEIVED
MAY 2 4 2017
Page 2 of 9 DCM- MHD CITY

State Stormwater Management
Permit No. SW8 951012
Infiltration Basins
Units
Basin
24
Basin
25-1
Basin
25-2
Basin
25.3
Basin
25.4
Basin3l
Basin 4
Basin 7
ee.Drainage Area
Acres
0.57
0.41
0.62
13
0.40
0.53
1.34
.45
Onsile
ftz
24641
61339
26915
5580
17553
23,211
58301
19697
Offsite
ftz
0
0
0
0
0
0
0
0
ff. Total BUA
ftz
19472
39537
14619
2356
12f;
11,609
40382
9008
99 Design Storm
In
3.0
3 0
3.0
30
3.0
30
3.0
3.0
hh. Basin Depth
Ft
2.0
2.0
2.5
1.0
2.0
4.8
1.8
1.5
b. Bottom Elevation
I FMSL
7.0
1 7.0
18.5
15.0
7.0
4.0
18.0
16.0
It. Bottom Surface Area
ftz
2239
4077
6 22
440
990
11
2808
955
kk. B pass Weir Elev.
FMSL
9.0
9.0
21.0
16.0
9.0
8.8
19.8
17.5
II. Permitted Slor Vol.
ft3
5727
10902
3723
689
3057
2,970
14582
2447
mm. Type of Soil
N/A
Wando
Fine Sand
nn. Infiltration Rate
In/hr
20.0
oo. SHWT
FMSL
5.0
4.0
16.5
2.0
2.0 2.0 1 14.0 13.0
Draw Down Time
His
2.6
M
7.2
1 2.0
3.8 1 66.0 1 4.0 30
RecSlream/RiverBasin
N/A
Southport Restricted Area / CPF17
rr. Stream Index No.
WA
18-88-3.5
ss. Stream Classification
N/A
SC
The following design criteria have been provided in the infiltration trenches and must
be maintained at design conditions:
Infiltration Trenches
Units
Trench 5
Trench 14
Trench 15
Trench 16
Trench 27
Trench 30
a.
Drainage Area:
Acres
1.075
0.57
0.62
0.59
0.507
0.45
Onsite:
ftz
46,807
24,928
27,065
25,804
22,091
19,669
Offsite
ftz
0
0
0
0
0
0
b.
Total Impervious Surfaces
ftz
34,173
20,859
16,410
24,914
5,968
4,964
Onsite.
ftz
34,173
20,859
16,410
24,914
5,968
4,964
Offsite*
ftz
0
0
1 0
1 0
0
0
c.
Design Storm:
Inches
30
d
Trench Dimensions
I
I
Length
Feet
125
146
88
130
132
ill
Width
Feet
60.8
38
27
27
11.25
11.25
Height
Feet
1.92
1.67
2,67
2.67
1.92
192
e.
I Perforated Pipe Diameter.
Inches
15"
12'
24"
24"
15"
15"
Length
Feet
3,497
2,850
846
1,224
682
577
f.
Bottom Elevation:
FMSL
17.09
14.07
13.26
13.07
10.0
11.0
g.
Storage Elevation:
FMSL
19.01
15.74
15.93
15.74
11,92
12.92
h.
Permitted Storage Volume.
ft3
8,470
1 5,072
4,199 1
6,123
1,654
1,395
i.
Type of Soil:
Wando Fine Sand
j.
Expected Infiltration Rate
In/hr
20
k.
SHWT:
FMSL
15
12
11
11
8
9
I.
Time to Draw Down:
Days
1.3
1.1
2
m.
Receiving Stream/
River Basin:
Southport Restricted Area ! CPF17
n.
Stream Index Number:
18-88-3.2
o.
Stream Classification
"Sc.,
RECEIVED
MAY 2 4 2017
DCM- MHD CITY
Page 3 of 9

State Stormwater Management
Permit No. SW8 951012
9. The following design criteria have been provided in the two wet detention ponds and
must be maintained at design conditions -
Design Criteria
Pond #1
Pond #2
a. Drainage Area, acres
Onsite,ft2
Offsite, ft2
5.67 7,29
246,835 317,484
None
b. Total Impervious Surfaces, ft2
103,916 1 185,606
c Design Storm, inches
1.0
d. Pond Design Depth, ft
30
3.5
e. TSS removal efficiency, %
85
85
f. Permanent Pool Elev., FMSL
8.0
4.5
g. Perm- Pool Surface Area, f12
9,104
21,484
h. Permitted Storage Volume, ft3
12,892
25,495
i Temporary Storage Elev., FMSL
9.0
55
. Controlling Orifice, "0 pipe
1 5
2.5
k Permitted Forebay Volume, ft3
N/A
11493
I. Receiving Stream/River Basin
Southport Restricted Area / CPF17
m.Stream Index Number
18-88-3.5
n. Classification of Water Body
"SC"
o. Max horsepower for a fountain
N/A_ 1 1/6
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. Decorative spray fountains will be allowed in the wet detention ponds, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in Ponds #1 and #2 is 118 and 116
horsepower, respectively.
4. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and�t �qQ�
f. Debris removal and unclogging of outlet structure, orifice device, fIAT, lZtibY, E D
catch basins and piping.
g. Access to the outlet structure must be available at all times. MAY 2 4 2017
Page 4 of 9 DCM- MHD CITY

State Stormwater Management
Permit No. SW8 951012
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
6. The facilities shall be constructed, operated and maintained in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
c. Further subdivision, acquisition, lease or sale of all or part of the project area as
reported on the application documents.
d. Filling in, altering, removing, redirecting, relocating or resizing of any runoff
conveyance measure (catch basin, flume, sheet flow, pipe or swale) shown on
the approved plan.
e. The construction of any permeable pavement or areas of #57 stone for BUA
credit.
f. Other revisions as determined by the Director.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. 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 tq ED
have been made. K
III. GENERAL CONDITIONS
MAY 2 4 2017
Any individual or entity found to be in noncompliance with the provif{D CITY
stormwater management permit or the requirements of the stormwala es is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
Page 5 of 9

State Stormwater Management
Permit No. S W 8 951012
2. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy,
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07,
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
3. The issuance of this permit does not preclude the Permittee from complying with all
statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater control measures.
A permit will be required prior to the construction of additional SCM's.
The permittee grants DEQ / DEMLR Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the permitted
stormwater control measures and built -upon areas.
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.
Unless specified elsewhere, permanent seeding requirements for the stormwater
control measures must follow the guidelines established in the North Carolina
Erosion and Sediment Control Planning and Design Manual.
Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
9. The permittee shall submit a permit renewal application and fee to the Division at
least 180 days prior to the expiration date of this permit.
Permit modified and reissued this the 18th day of May, 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
RECEIVED
�WTegcy Duk, P.E., Director
Division of Energy, Mineral and Land Resources NAY
By Authority of the Environmental Management Commission 2 4 2017
Permit Number SW8 951012
DCM_ MHD CITY
Page 6 of 9

State Stormwater Management
Permit No. SW8 951012
Deep Point Marina
Stormwater Permit No. SW8 951012 Page 1 of 3
Brunswick County
Designer's Certification
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,
(Project)
for (Project Owner) hereby state that, to the
best of my 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 pages 2 and 3 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
REcEIVEp
MAY 2 4 2017
DCM, A48D C►rY
Page 7 of 9

State Stormwater Management
Permit No. SW8 951012
Page 2 of 3
Certification Requirements, Wet Detention Ponds:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and
a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Regional Office
Town of Southport Building Inspections
Brunswick County Engineering
RECEIVED
MAY 2 4 2017
DCM- MHD CITY
Page 8 of 9

State Stormwater Management
Permit No SW8 951012
Page 3 of 3
Certification Requirements, Infiltration Basins & Trenches:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system
6. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Regional Office
Town of Southport Building Inspections
Brunswick County Engineering
ReCE1V ED
MNy 24 JW
DCM" MHp CJ-N
Page 9 of 9