SW7060507_CURRENT PERMIT_20060726

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
a-qd4 d7 90
DOC DATE
�GidVle2
YYYYMMDD

LJO-R 0
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 26, 2006
Mr. Ed Mitchell, President
River Dunes Corporation
416-A Pollock Street
New Bern, NC 28560
Subject: Stormwater Permit No. SW7060507
River Dunes Marina & Residential Development
Harbor Village I, Harbor Village II -A, & Sec. 4A
High Density Project
Pamlico County
Dear Mr. Mitchell:
The Washington Regional Office received a complete Stormwater Management Permit Application for
River Dunes Marina & Residential Development - Harbor Village I, Harbor Village II -A, & Section 4A
on June 26, 2006. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. e are
forwarding Permit No. SW7060507 dated June 26, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 26, 2016, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit and in the submitted application. Failure to establish an
adequate system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact either
Scott Vinson, or me at [phone].
inc ely,
AI Ho
Regional Supervisor
Surface Water Protection Section
AHlsav: C:ISTORMWATERIPERMIT1SW7060507
cc: Grant Livengood, PE
CAMA, Doug Huggett
Pamlico County Building Inspections
.,/Washington Regional Office
Central Files
o"`
Nh Carolina
Xitura!!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Intemet: www.ncwaterguality.ors 943 Washington Square :.Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SV 7060507
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES .
DIVISION OF WATER QUALITY
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
River Dunes Corporation
River Dunes Marina & Residential Development
Harbor Village 1, Harbor Village IAA, & Section 4A
Pamlico County
FOR THE
construction, operation and maintenance of five bioretention areas, two infiltration basins and
one underground infiltration trench in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater management
plans and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 26, 2016, and shall be subject
to the following specified conditions and limitations:
1. 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. The drainage areas will be
limited to the amount of built -upon area indicated on pages 3 and 4 of this permit, and
per approved plans.
2. This stormwater system -has been approved for the management of stormwater runoff as
described in Section 1.6-12 on pages 3, 4 and 5 of this permit. The stormwater controls
have been designed to handle the runoff from 7.34 acres of impervious area.
3. 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 and permit.
4. The runoff from all built -upon area within the permitted drainage areas of this project
must be directed into the permitted stormwater control systems.
5. The stormwater treatment systems include 5 bioretention areas, 2 infiltration basins, and
1 underground infiltration trench system to treat runoff from drainage areas 1-7. Runoff
from drainage area #6 is treated with bioretention area BR-5 working in series with
infiltration basin 1-3.
Page 2 of 10

State Stormwater Management Systems
Permit No. SV 7060507
6. The
following design criteria have been provided in the bioretention areas and must be
maintained at'design condition:
DA 1 DA 2 DA 3
a.
Drainage Area, acres:
83 1.86 2.46
b. -
Total Impervious Surfaces, ac.:
0.91 0.91 1.22
C.
Design Storm, inches:
1.5" 1.5" 1.5"
d.
Bioretention Ponding Depth, inches:
12 12 9
e.
Temporary Ponded Depth Elevations, FMSL:
7.25 7.25 6.25
f.
Bioretention Bottom Elevation, FMSL:
6.25 6.25 5.50
g.
Bioretention Surface Area, ft2:
5,025 5,075 8,800'
h.
'Permitted Storage Volume, ft3:
5,025 5,075 6,600
i.
Type of Soil:
Poorly graded silty sands (fill)
j.
Expected infiltration Rate, inlhr:
1.00 1.00 1.00
k.
Seasonal High Water Table, FMSL:
1.80 1.70 0.90
I.
Receiving Stream/Neese River Basin:
Broad Crk, Mill Crk. Mill Crk.
M.
Stream index Number:
27-141 27-141-9 27-141-9
n.
Classification of Water Body:
"SA; HQW, NSW'
7. The
following design criteria have been provided in the underground infiltration trench
and
must be maintained at design condition:
DA 4
a.
Drainage Area, acres:
0.97
b.
Total Impervious Surfaces, ft2:
0.47
C.
Design Storm, inches:
3.0
d.
Trench Dimensions', L x W x H, ft:
280 x 16 x 2.5
e.
Perforated Pipe Diameter/Length:
18in./270ft. (by 4 pipes)
f.
Bottom Elevation, FMSL:
3.85
g.
Bypass Weir Elevation', FMSL:
6.70
h.
Permitted Storage Volume, ft3:
5,075
i.
Type of Soil:
Poorly graded silty sands (fill)
j.
Expected Infiltration Rate, inlhr:
1.00
k.
Seasonal High Water Table, FMSL:
0.20
I.
Receiving Stream/River Basin:
Cedar Creek 1 Neuse
M.
Stream Index Number:
27-141-10
n.
Classification of Water Body:
"SA; HQW, NSW'
Page 3 of 10

State Stormwater Management Systems
'
Permit No. SW7060507
8. The following design criteria have been provided in the bioretentiion areas and must be
maintained
at design condition:
DA 5
DA 6
a.
Drainage Area, acres:
U—ST
b.
Total Impervious Surfaces, acres:
0.51
1.37
C.
Design Storm, inches:
1.5
1.5
d.
Bioretention Ponding Depth, inches:
9
9
e.
Temporary Ponded Depth Elevations, FMSL:
6.50
6.30
f.
Bioretention Bottom Elevation, FMSL:
5.75
5.55
g.
Bioretention Surface Area, ft2:
3,710
3,485
h.
Permitted Storage Volume, ft3:
2,785
2,615
i.
Type of Soil:
Poorly graded
silty sands (fill)
j.
Expected Infiltration Rate, inlhr:
1.00
1.00
k.
Seasonal High Water Table, FMSL:
0.20
1.55
I.
Receiving Stream/Neuse River Basin:
Cedar Crk,
Cedar Crk.
M.
Stream Index Number.
27-141-10
27-141-10
n.
Classification of Water Body:
"SA; HQW,
NSW'
9. The
following design criteria have been provided in the infiltration basins and must be
maintained at design condition:
DA 6
DA 7
a.
Drainage Area, acres:
2 5
b.
Total Impervious Surfaces, acres:
1.37
1.95
C.
Design Storm, inches:
1.5
1.5
d.
Basin Depth, ft.:
0.75
0.75
e.
Bottom elevations, FMSL:
3.60
4.00
f.
Bottom Surface Area, ft2:
6,340
14,290
g.
Bypass Overflow Elevations, FMSL:
4.35
4.75
h.
Permitted Storage Volume, ft3:
4,755
10,715
i.
Type of Soil:
Poorly graded silty
sands (fill)
j.
Expected Infiltration Rate, inlhr:
1.00
1.00
k. -
Seasonal High Water Table, FMSL:
1.55
1.55
1.
Receiving Stream 1 Neuse River Basin:
Cedar Crk.
Cedar Crk.
M.
Stream Index Number:
27-141-10
27-141-10
n.
Classification of Water Body:
"SA; HQW,
NSW'
Page 4 of 10

State Stormwater Management Systems
Permit No. SW7060507
10. For Drainage Area 6, a portion of the stormwater runoff, 2,615 cf, will be captured and
treated in bioretention area BR-5. Additional required runoff volume for Drainage Area 6
of 4,755 cf, will be captured and treated in infiltration basin 1-3. These two systems are
to work in series in order to provide the minimum storage for the 1.5 inch design storm.
11. All eight (8) treatment systems are designed to bypass and/or overflow into a flow
spreader prior to discharging across the minimum 50 foot Neuse Riparian Buffer. The
flow spreaders are required to be regularly maintained at design conditions as shown per
the approved plans.
12. . Stormwater runoff in Drainage Area 4 is conveyed to the infiltration trench 1-1 by the use
of porous/permeable pavement. The porous/permeable pavement is required to be
properly constructed, operated and maintained in accordance with the approved plans
and signed Operation and Maintenance Agreement.
13. This permit covers the construction of lots 39-43 & 45-50 of Section 4A, lots 2-5, 8-10,
15-18, Common Areas 3-5 & the Guest Qtrs. of Harbor Village I, and lots 1-26 of Harbor
Village II -A of River Dunes Marina & Residential Development, See Exhibit A for built
upon areas per lot.
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. 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 Plans 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 specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow spreader,
catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data.
6. 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.
Page 5 of 10

State Stormwater Management Systems
Permit No. SV 7060507
7. The stormwater systems shall not be used as Erosion Control devices. They must be
kept off line and free from sediment until the project is complete and the entire site has
been stabilized.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
9. 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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
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 the changes have been made.
13. This permit shall be effective from the date of issuance until June 26, 2016. Application
for permit renewal shall be submitted 180 days prior to the expiration date of this permit
and must be accompanied by the processing fee.
14. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7060507, as issued by the Division
of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
Page 6 of 10

State Stormwater Management Systems
Permit No. SV 7060507
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is (see Exhibit A) square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the
edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a reduction
in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the system
are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamptsignature of the Register of Deeds.
18. Built upon area includes, but is not limited to, structures, asphalt, .concrete, gravel, brick,
stone, slate, coquina and parking areas, but does.not include raised, open wood decking,
or the water surface of swimming pools.
111. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the
event of a change of ownership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. 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) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, 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 management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted stormwater
management facility.
Page 7 of 10

State Stormwater Management Systems
Permit No. SW7060507
6. 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual,
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of ten years from the date of the
completion of construction.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 26th day of June, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 8 of 10

State Stormwater Management Systems
Permit No. SV 7060507
River Dunes Marina & Residential Development --
Harbor Village I, Harbor Village Il-A, & Section 4A
Stormwater Permit No. SW7060507
Pamlico _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 page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 9 of 10

State Stormwater Management Systems
Permit No. SV 7060507
Certification Requirements:
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 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 "outlet/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-DWQ Regional Office
Pamlico County Building Inspections
Page 10 of 10

RIVER DUNES
ESTIMATED IMPERVIOUS SURFACES
EXHIBIT A
SECTION 4A
LOT
NUMBER
LOT AREA
SQ. FT.
LOT AREA
ACRES
TOTAL
ALLOWED
IMPERVIOUS
SQ. FT.
PERCENT
IMPERVIOUS
%
RECEIVING
STREAM NAME
39
8400
0.19
3600
43%.
MILL CREEK
40
8400
0.19
3600.
43%
If
41
8400
0.19
3600
43%
If"
42
8400
0.19
3600
43%
BROAD CREEK
43
1 8400
0.19
3600
43%
If If
45
9750
0.22
4500
46%
If If
46
9750
0.22
4500
46%
" 14
47
9750
0.22
4500
46%
to
"
48
9750
0.22
4500
46%
MILL CREEK
49
1 9750
0.22
4500
46%
50
1 9750
0.22
4500
46%
"
45000
See Sheet C34 for overall plan and lot layout in Section 4-A.
Area 1 22500
Area 2 22500
suN o s?oos
DW!
Y4�S0
Area 2
Area 2
1 of 1

RIVER DUNES ESTIMATED IMPERVIOUS SURFACES RECEIVED
EXHIBIT B
JUN 0 6 2006
HARBOR VILLAGE
1 n
LOT
NUMBER
LOT AREA
SQ. FT.
LOT AREA
ACRES
TOTAL
ALLOWED
IMPERVIOUS
SQ. FT.
PERCENT
IMPERVIOUS
%
PRoi #
RECEIVING
STREAM NAME
10181.
0.23
4500.
44%
MILL.CREEK
9432
0.22
4500
48%
it "
7475
0.17
4000
54%
or"
5750
0.13
3200
56%
" "
8834
0.20
3500
40%
" Of
6325
0.15
0.15
3500
3500
55%
53%
6549
1400
28100
9480
CEDAR CREEK
8073
17553
4200
24%
8200
6339
14539
3500
24%
8200
7395
15595
3800
24%
8200
8542
16742
3800
23%
15300
24%
15
1 7000
0.16
3500
50%
16
7000
0.16
3500
50%
17
1 8400
0.19
1 4000
48%
1" "

RIVER DUNES
ESTIMATED IMPERVIOUS SURFACES
EXHIBIT B
'' 1'1-1`�
2500
0.06
1500
60%
0 11
Comm" on"
700
13200
41
ROME
See Sheet C1 5 for overall plan and lot layout in Harbor Village I,
IgE�EiVED
JUN 0.6 2006
DWQ
MW #

RIVER DUNES
ESTIMATED IMPERVIOUS SURFACES
EXHIBIT C
HARBOR VILLAGE
II -A
LOT
NUMBER
LOT AREA
SQ. FT.
LOT AREA
ACRES
TOTAL
ALLOWED
IMPERVIOUS
SQ. FT.
PERCENT
IMPERVIOUS
%
RECEIVING
STREAM NAME
1
4500
0.10
3000
67%
CEDAR CREEK
2
4050
0.09,
2800
69%
" if
3
4050
0.09
2800
69%
IfIt
4
4050
0.09
2800
69%
orof
5
4500
0.10
2800
62%
toIf
16
5500
0.13
3000
55%
of
"
17
4950
. 0.11
2500
51 %
" "
18
4400
0.10
2500
57%
19
4400
'0.10
2500
57%
20
5500
0.13
3000
55%
21
7200
0.17
4000
56%
22
6600
0.15
4000
61 %
of"
25
6600
0.15
4000
61 %
" 11
26
7200
0.17
4000
56 %
" "
Area 7
43700
4500
0.10
2800
62%
If "
4050
0.09
2800
69%
+�$'?
4050
0.09
2800
69%
4050
0.09
2800
69%
Mfl `iu'
4500
0.10
3000
67%
L1
6600
0.15
4000
61%
4400
0.10
2500
57%
3
4400
0.10
2500
57%
4;' ;.
4400
0.10
2500
57%
4950
0.11
3000
61 %
" „
3„v
6900
0.16
4000
58%
w'24'i4 `
6900
0.16
4000
58%
if If
36700
26
See Sheet C9 for overall plan and lot layout in Harbor Village II -A,
pWQ
pgp3 #

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
December 30, 2019
River Dunes Land Holdings, LLC
River Dunes Investment Property, LLC, Manager
Attention: James E. Mitchell, Jr.
4516 Carteret Dr.
New Bern, NC 28562
Subject: Stormwater Permit Renewal & Ownership Change
Stormwater Management Permit SW7060507
River Dunes Marina & Residential Development
Harbor Village 1, Harbor Village II -A, & Sec. 4A
Pamlico County County
Dear Mr. Mitchell:
�Va'i' d
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060507 for a stormwater treatment system consisting of five
bioretention areas, two infiltration basins and one underground infiltration trench to
serve the subject development located in Pamlico County expires on June 26, 2020.
This is a reminder that permit renewal applications are due 180 days prior to expiration_
We do not have a record of receiving a renewal application.
The permit was originally issued to River Dunes Corporation. It was noted in the
Pamlico County tax records that the property is now owned by River Dunes Land
Holdings, LLC. Permits are not automatically transferred to new owners without the
submittal of an ownership change application and fee. Please submit a completed
permit renewal application along with a $505.00 fee for permit renewal and an
ownership change application with an additional $505.00 fee. Application forms for
renewal and ownership change can be found on our website at:
http_s Idec,nc.gov/about/divisions/energti_minera l-laid-resources ZenQr -mineral-1and-
rules stormwater- ro ram o t-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
ro er_thor e ncdenr. ov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
®� North Carolina Department of Environmental Quality [ Division of Energy, Mineral and Land Resources
_ Washington Regional Office 1 943 Washington Square Mali i Washington, North Carolina 27889
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mm a ! 2S2.946.6481