146-01 Minor Mod 2006 River Dunes Corporation

Permit Class
MODIFICATION/MINOR
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
Permit
for
JAN 2 7 Z006
(1D®t afity DCM
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to River Dunes Corooration. PO Box 1505. New Bern. NC 28563
Authorizing development in Pamlico County at Confluence of Broad Creek and Neuse
River. SR 1317 (Orchard Creek Road), as requested in the permittee's letter received 6/28/05. including the
attached workplan drawings (5), 3 dated received3/24/05, (1) undated, and (1) dated revised 3/4/05.
This permit, issued on 1.9minry 13, 2006 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) As depicted on the attached workplan drawings, this minor modification authorizes:
a. the adjustment of the proposed property lines and road layout including the refinement of the
layout for the riverside club, pool, walkways and chapel,
b. the modification of the permitted entrance plan from SR1317,
c. the relocation of the community service and marina building,
d. the addition of a wellness and environmental education center,
e. the elimination of the 200-boat dry stack storage facility,
f. the modification from a vertical bulkhead around the marina basin to a keystone retaining
wall with a sloped edge,
g. the addition of a retaining wall approximately 4000' in length on the Neuse River,
h. the addition of three infiltration ponds and,
i. the addition of a gravel access road to the storage basin and (2) 8" water transmission lines,
all as depicted in the attached workplan drawings.
(See attached sheet for additional conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
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, 2006
In issuing this permit, the State of North Carolina atrm
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
(/
Chdrf6s S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
1
of Perm ittee

River Dunes Corporation
ADDITIONAL CONDITIONS
Permit #146-01
Page 2 Of 2
2) This minor modification must be attached to the original of Permit No. 146-01, which was transferred tc
the permittee on 7/13/04, as well as all subsequent modifications, refinements, and renewals, and copies
of all documents shall be readily available on site when Division personnel inspect the project for
compliance.
3) All conditions and stipulations of the active permit remain in force under this minor modification unless
altered herein.

lr
Y
Mr. Ed Mitchell, President
River Dunes Corporation
416-A Pollock Street
New Bern, NC 28560
Dear Mr. Mitchell:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 20, 2006
Alan W. Klimek, P.E. Director
Division of Water Quality
j�T((:'I'M9WIcj�
i� SEP 2 5 2006 BUJ
BY.
Subject: Stormwater Permit No. SW7060811
River Dunes Marina & Residential Development
Village Center, Phase 1
High Density Project
Pamlico County
The Washington Regional Office received a complete Stormwater Management Permit
Application for River Dunes Marina & Residential Development - Village Center, Phase
1 on September 12, 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. We are forwarding Permit No. SW7060811 dated September
20, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 20, 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].
Sincerely,
AI Hodge ,
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7060811
cc: Grant Livengood, PE
Pamlico County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.ncwateraualitv.or¢ 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
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State Stormwatl r Management Systems
Permit No. SW7060811
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,Regulatigns
PERMISSION IS HEREBY GRANTED TO
River Dunes Corporation
River Dunes Marina & Residential Development
Village Center, Phase 1
Pamlico „County
FOR THE,
consfruction, operation rand` maintenance of two infiltration basins in compliance _with the
provisions, of 15A, NCAC 2H .1000 (hereafter referred to as the "stormwater,.rules') and'the,
approved stormwatertnanagement plans and specifications and;6ther supporting data as
attached and on file -With 'and approved by the Division of Water Quality and, considereda part
of this. permit.
This permit shrill be effective from the date of issuance -until September 20+ 2016, and shall be
subject to the`followirfg specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume ofstormwater
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§ystem has •been -approved for the management ofstormwater runoff as
described in`Section<I, number 5 on page 3 of this permit. The stormwater controls have
been designed to handle the runoff from 2.62 acres of impervious area of which 0.11
acres is permeable pavement.
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'with! n the -permitted drainage areas of this project
must be directed into the permitted stormwater control systems.
SEP 2 5 2006
Page 2 of 8 BY:

State Stormwater Management Systems
Permit No. SW7060811
5. The
following design criteria have been provided in
the infiltration basins and must be
maintained at design condition'
DA 1,
DA 2
a.
Drainage Area, acres:
_2_T37
2.23
b.
Total Impervious Surfaces, acres:
1.35
1.27
Permeable Pavement, acres:
0.04
0.07
C.
Design Storm, inches:
3.0
3.0
d.
Basin Depth, ft.:
1.50
1.65
e.
Bottom elevations, FMSL:
3.20
3.20
f.
Bottom Surface Area, ftZ:
9,380
7,820
g.
Bypass Overflow Elevations, FMSL:
4.70
4.85
h.
Permitted Storage Volume;,ft3:,
14,070
13,030
I.
Type of Soil:.
Poorly graded
silty sands (fill)
j.
Expected Infiltration Rate, in/hr:
1.00
1.00
k.
Seasonal High Water Table; FMSL:
1.12
1.02
I. Receiving Stream / Neuse River Basin: Cedar Crk. Cedar Crk.
m. Stream,lndexNumber: 27-141-10 27-141-.10 ,
n. Classification of Water Body: SA; HQW, NSW'
6. Both treatment systems are designed to overflow into a flow spreader prior to discharging
acrosstK6 minimum 50 foot-Neuse,Riparian;Buffer. The flow;spreadersare;require,d to
be regularly maintained at design conditions as shown per the approved. plans:
7. The permeable pavement is required to be properly constructed, operated and
maintained in accordance with the approved plans and signed Operation and
Maintenance Agreement.
IL SCHEDULE OF COMPLIANCE
1. 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 scheduledintervals including, but not limited to:
,!;jmiannt aI scheduled inspections (every 6 months).
Se
i!}
c,, d��Mowin� and revegetation of slopes and the vegetated filter.
d;. '-Limmediate repair of eroded areas.
.................... r r3 Page 3 of-8

State Stormwater Management Systems
Permit No. SW706081.1
e. -Mairitenance'of all slopes in accordance with approved plan'vand 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 recordswill 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;condtions
of this permit, the approved plans and specifications, and other supporting data.
6 Upon completion of construction, priorto issuance of a.Certificate of Occupancy, and
pnonto.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: .
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 andrthe 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 tothe
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 bythe.permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
ought:;.
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
certificatiom in writing.to the Director that the changes have been made. .
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7060811
13. - -This permit shall be effective from the -date of issuance until September:20, 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
asyswales) shown on.the approved plans as part of the stormwatermanagementsystem
without, submittinga-revislonto 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 incompliance 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. 'Built upon area includes, but is not'limited to, structures, asphalt, concrete, gravel`,"brick,
stone slate; coqquina and;parking areas; but does not include' raised,: open wood decking,
or the water su- face of`swimming,pools.
III. GENERALCONDITIONS
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
permittransfe Tequest 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'corholiance-with all permit conditions, until such time -as the Divisionapprovesthe
transfer request.
2. Failure toabide by the conditions and limitations contained in this permit may subject the
Pe rrnittee,'to'enforcement action by the Divisionof Water Quality; in ac'cordance.with
North Carolina General Statute 1'43-215:6A+to 1'43-215.6C.
3. The issuance ofthis permit does not- preclude --the Permittee from complying with any and
all statutes, rules, regulations,-'or`ordinances, which maybe imposed: by other
government agencies (local, state, and federal) having jurisdiction.
4 - Arf 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_ thi"s`Division,`such ,as the construction oUadditional 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.
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
stayany permit- condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow th'e=guidelines established in the North Carolina'Erosionand Sediment
Control"Planning'and' Design' Manual.
8. Approved plan§,and specifications for thWproject are incorporatedi by reference and are
enforceable' partsof the'permit..Acopy of the approved plans=and specifications�shali be
maintained on file by the Permittee for a minimum of ten years from the date of the
completion of construction.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7060811
9. The permittee shall notify the Division any name, ownership or mailing address ,changes;
within 30 days.
Permit issued this the 20th day of September, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of:Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

�pF W A7F Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
> 1
O Y Alan W. Klimek, P.E. Director
SEP 0 8 2006
DIVISION OF WATER QUALITY BY: ....................
August 31, 2006
River Dunes Corporation
Attn: Mr. Ed Mitchell
416-A Pollock Street
New Bern, NC 28560
Subject: Stormwater Permit No. SW7060204
MODIFICATIONS For
River Dunes Marina & Subdivision
(Formerly Gum Thicket)
Low Density Stormwater Project
Pamlico County
Dear: Mr. Mitchell:
The Washington Regional Office received your request to
modify the subject stormwater permit on June 19, 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. We are forwarding Permit No.
SW7060204 dated August 31, 2006 to River Dunes Corporation.
This permit replaces the previous stormwater permit issued on
April 24, 2006, and shall be effective from the date of issuance
until rescinded and shall be subject to the conditions and
limitations as specified therein.
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.
North Carolina Division of Water Quality Internet: wwwncwalerqualitv.ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
One
Naturally
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River Dunes Corporation
ttixVst 310 2006
Page Two
- _._If you have any questionsi or need additional information
concerning this matter, please contact Bill Moore at (252)998-
3919.
n�c• ely,
A H d ional Supervisor
Surface WaterProtection Section
Washington Regional Office
cc: 'McKim & Creed, Cary 'Office
Pamlico County Planning/'Inspections
WaRO Files
Central Files

State Stormwater Management Systems
Permit No. SW7060204
STATE OF NORTH.CAROLINA
DEPARTMENT OF ENVIRONMENT -AND NATURAL -RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERML7,
LOW -DENSITY DEVELOPMENT'
In' accordance with the provisions of :Article 21-.of:Chapter 143,
General --"Statutes of North Carolina as: amended,,. -.and other
applicable Laws, Rules and Regulations_
PERMISSION IS'HEREBY GRANTED TO
River Dunes Corporation
Pamlico County
FOR THE
construction, operation and maintenance of stormwater management
systems '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 I data as attached and on file with and .approved by the
Division of Water Quality and considered a part of this permit for
grassed swales, vegetated buffers'-,- and vegetated,,level spreader
devices to serve River Dunes Marina and .Subdivision -located off
SR1317 neat Oriental, NC.
The Permit replaces the previous permit- issued'on;April 24, 2006,
and shall be effective from the date of issuance until rescinded
an''d `shall - be 'subject to the. following-- specific- conditions and
limitations: -
I. DESIGN STANDARDS
1:'- The following criteria are approved as meeting the
stormwater rules for this project:
r
a'. Total site, area- for the overall project is 1327
acres. Total area within the -'designated low
density portion is 555.9 acres.
b. Total allowable impervious area for the.` designated
409 single family, low density lots-is,'+66.7 acres.
C. Total 'proposed impervious area for. -.roads 43.3
acres; cart paths 2.5 acres; sidewalks 1.7 acres.
d. Allowable built -upon area must be consistent with
proposed plans and restrictions submitted in the
application by the permittee.
3

2. The overall tract built -upon area percentage or lot
sizes for the project must be maintained at levels at
least as stringent. as^ahe low -.density levels specified
.' n,,the:•stormw.ater r:ules:.:. '..•.
3. The development must `demonstrate that no areas within
the p;ro3'_ect, site:. are of :such high density that
stormwater runoff- threatens water quality. In this
regard, severali _:areas r havebeen identified during the
review process as high density pockets that will
.-require engineered stormwater control:, measures;-, and,
,_separate stormwater permits. These areas ., are,
identified on the .Master, -Plan and in .the, stormwater
narrative as Harbor Villages, I -VI; Riverside Village`,
Section 4A;"the,-Village Center and Marina Service Area;
the RV & Boat Storage Area; and the Future Commercial
Area.
4. Approved plans and specifications for projects covered
by this permit areincorporatedby reference and are.
enforceable parts of the permit.
5 -The •.Only runoff ;conveyance systems allowed would 'be
--,Vegetated conveyances., such as swales with minimum side
-:slopes of 3:1 (H;V),.or curb outlet systems as defined
in the stormwater rules and approved by the -,Division...
6 NoF-piping shall be.allowed:except:
,a. That minimum -amount necessar-y to, direct ,runoff
beneath an impervious surface such as.a road
b. That minimum amount needed under driveways to
provide access to lots.
7. Projects covered by this permit will maintain a minimum
30 foot wide vegetative buffer between all impervious
areas and surface waters.
8. No homeowner/lot owner/developer shall be allowed to
fill in, alter; or. pipe any vegetative practices (such
as swales) shown on.the approved plans as.part of the
stormwater management system without submitting a
r-evi,sion to the ;permit and receiving approval from the
rDivision.
9:e,_t Each of the -lots .in the subdivision will be -limited to
the:,amount of-built-upon,a-rea indicated in the approved
plans and consistent.with item 1-above.
4

10. The permittee is responsible- for .verifying: that the
proposed home plans 'do not exceed the ..allowable built -
upon area. Once the lot transferii"s.complete, the home
plan may not be revised without approval.- from the
permittee, and responsibility for meeting the built-
-upon ° area limit is transferred to the" individual'
',homeowner.
11. Deed restrictions are incorporated into this permit by
reference and must be recorded, with the Office of
Register of Deeds. A copy of the recorded restrictions
must be received by this 'Office within` 30, -days of the
date -of -recording. Recorded deed restrictions must
include, as a minimum, the following statements related
to,s'tormwater management: "
a. A statement of the allowable built -upon area per
lot in the following form:
"The allowable built -upon area per lot shall not
exceed the square feet in�"the attach'•ed;..Exhibits
A-J, inclusive of that portion of the right-of-way
between the front lot line and--the.edge �.of the
pavement, structures, pavement, walkways of<brick,
stone, slate, not including wood decking.'.',"
b. Items related to stormwater management-�must.remain
'in the% deed restriction, and this ,,is to, be
indicated by including the - following: "The
covenants pertaining to stormwater"regulations may
not be changed or deleted without concurrence of
the State."
C. To assure that vegetated conveyances are not piped
(in accordance with item 5) deed restrictions must
indicate that: "Filling -in or' piping ,of any
vegetative conveyances (ditches,. swa;=: `lesaetc.)
associated with the'' development excepts%for'l=average
driveway crossings, is strictly prohibited by any
'persons."
The Engineer /Owner/Developer/Permittee must' certify in
writing that the ,project's stormwater. 'controls, and
impervious surfaces' have been constructed within
substantial intent of the approved plans and
specifications.
The following items will require!a modi-fication to the
permit:
a. Any revision to the approved plans, -regardless of
size.
b. Project name change. -
5

c.:-Transfer of ownership;
d. ,iRedesign or addition to the approved ,amount of
built -upon area.
e Further subdivision of the project area...
In addition, the Director may determine,:. -:that 'other
revisions to the project should require, a,,modification
to the permit.
14; 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.
II. SCHEDULE OF;COMPLIANCE,
lc The=>,permittee shall comply with the following schedule for
_,.eonstruction�; and,,,ma-intenance of the Low .Density Option
stormwater systems:_
a. .:jswales. and other- vegetated conveyances shall be
constructed in their entirety, vegetated, and be
operational; for their, intended use, prior to the
;,,:,construction-of•any built -upon surface.except roads.
b. During construction, erosion shall be„kept to a minimum
and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
+2.'The, permittee shall at all times provide the operation and
maintenance ,necessary ,to ;operate the permitted stormwater
management systems at.optimum ef-ficiency to include:
a. Inspections
b. Sediment removal
e.,..Mowing,.and revege.tating of.the side slopes ..
d., I;mmediate repair of eroded areas
r: ,e. Maintenance of side,,slopes. in. accordance. .with approved
plans- and, -specifications.
3. The permittee shall submit recorded deed restrictions
limiting;'bui-lt-upon area per lot in accordance. with Part I,
item 11, within 30 days of the date of recording.
4.. The-Permittee shall submit the Engineer/Owner/Designer/
Permittee Certification in accordance with Part I, item 12,
within 30 days of completion,.,of the project.
r

5..• The, permittee shall .submit all information requested,. by the
Director -or. his representative -within• the;; times. frame
specfied'n the written information -request.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to an enforcement
action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit, issued; shall ; continue in force.'- and��effect iuntil
revoked or terminated.
3. The permit may be modified, revoked and, '.reissued or
terminated for cause. The. filing. of �L request ,for a..,permit
modification, revocation and reissuancey or termination does
not stay any permit condition. "
4. The issuance of this permit does not prohibit the Director
from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit as allowed by
the laws, rules and regulations contained in Title 15A::of the
North Carolina Administrative , Code, Subchapte''r : 2H:r£10:00; :.and
North Carolina General Statute"143-215.1 et.al.
5. The permittee shall submit to the Director and shall have
received approval for revised plans, specifications, and
calculations prior to construction, for those revisions under,
any of the following conditions:
a. Any additions, deletions or redesign. of the previously
permitted amount of built -upon area proposed'regardless
.of.the size of the modification.
b. Further subdivision of the project area.
6. The permit is not transferable to any person except after
notice to and approval by the Director. The Director may
require modification or revocation and reissuance of the
permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request
must be submitted to the Division of Water Quality
accompanied by the appropriate fee, documentation from both
parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered
on its merits, and may or may not be approved.
7

7. The issuance of this permit does not preclude the•Permittee
from complying with any and all statutes, rules, regulations,
or ordinances that may be imposed by: other government.
agencies (local, state and federal) that have jurisdiction.
Permit issued this the 31 st day of August, 2006
ENVIRONMENTAL -MANAGEMENT COMMISSION
'F� Ala W; *_lime , IRFL.. Director
Division of Water Quality
By Authority of the Environmental Management Commission
PermitPNumber SW7060204 (MODIFIED).
8

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 Manna & 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. We 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 adiudlcatory 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].
inc4elAI HI --�
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7060507
cc: Grant Livengood, PE
CAMA, Doug Hugggett
Pamlico County Bwlding Inspections
Washington Regional Office
Central Files ,Valiny
North Carolina Division of Water Quality Washington Regional Officc Phone [phone] FAX [phone] Customer Service
Internet www.newaterguality.org 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Afanative Action Employer— 50% Recycled/10% Post Consumer Paper

' State Stormwater Management Systems
Permit No. SW7060507
STATE OF NORTH CAROLINA:
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES .
DIVISION OF WATER.4UALITY.,
STATE ST.ORMWATER MANAGEMENTPERMIT
HIGH DENSITY DEVELOPMENT r
In,accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina 'as amended;- and other applicable Laws,°.Rutes;;and.•R. egUlations
PERMISSION IS HEREBY'GRANTED TO
plans and
by the Dig
River Dunes Corporation
'River Dunes Marina & Residential%Development , ;'
Harbor Village 1, Harbor Village I A, &Section 4A
PamlicorGounty
FOR THE
maintenance of five
and other supporting daia�as attached and, on file with -'an& approved
Quality and considered a part of this permit: - -
This permit shall be effective from the date of issuance until June 26 j2016,� 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 n the application and other supportingdata. 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 managernentof stormwater runoff as
described; 1
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 .34 acres of imperviods area.
3. °All�stormwaier'bblldction 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 plahs and.permit.
4. The runoff -from all built -upon area within th61permitted;drainage'areas ofthis 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 runofffrorn 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. SW7060507
I
6. The following design criteria, have.been,prqviqedjn'the b.ioretention areas and must be
maintained at design condition
11YAA
DA 2
DA 3
a.
_,,Area. acres
Drainage"T8T
.
­T.7,,86
2-.4—(F
b.
Total Impervious
0.'91
0.91
1.22
C.
Design Storm, inches:
1.51,
1.51,
1.5"
d.
Bioretentio6�P'o-h'din'g"De"pt'h,' inche's:
12
12
9
e.
Temporary Ponded,D,epthEIevations,,,F
S4:
7.25
7.25
6.25
f.
Bioretention Bottom Elevation, FMSL:
6.25
6.25
5.50
g.
2'
,.�BidtbtiBntfdn-surfe(CO'Area-,,.ft,
5,025
5,075 r•
8,800
h.
Permitted Storage Volume _ft3:.
-5,025
5,075
6,600
L
Type of Soil-
Poorly graded silty sands
(fill)
j.
Expaded%jnfltratio jRate ;,In/hr:
1.00
k.
Seasonal High Water Table, PM8L:
1.80
cfi
0.90
I.
Receiving Stream/Neuse,Riv6rrBasir'.'
Broad Crk.
Mill Crk.
Mill Crk.
M.
Stream Index Number: j I I I- .��
27-141
27-141-9
27-141-9
t­ m. -.,.,:C-lassification,,ofWater.-RQdy:, "SA; HQW1,NSW.'-
'j '
i! �Thejollowing„design criteria, hdve,beemprovided in.the, undpirgir undifirifiltir - atlbitrench; ,
ai de '16A'
_,,vano-.imust.bo� Maint nerd at I sign.,conditlon:.fl,_�', 4;
a. Drainage Area,,,aqres:,
C� n
C. Design Storm, inches:
d. Trench Dimensions*, L x W x'H, ft:
eaPe �fforated-,Pipe:Diameter/Length'
f. Bottom Elevation, FMAL
g,�-,,,,,,13ypassWeir-Ele.vatio-n**,.-FMS-L:,,..,,I.,F,�:..
h. .Permitted Storage Volume; ft3.
i:,;.,Type,,-,Qf Soil:.
��E xp
_jtratiowRateJnr,:-,-_:;
ecte&,'Infi I _/h
1. Receiving Stream/River Basin:
m. Streamlndex Number:
n. Classification of Water Body:
3.0
6t 2�6 X X 5
18in,,,/12­�O'­ _66)
7
Poorly.�raded silty -sands (fill)..,
Cedar Creek 7 Nduse
"SA' HdW SWt-1.
Page 3 of 10 , - -­

.;State Stormwater Management Systems
Permit No. SW7060507
8T-hePf6II0Win'j design -dirite'r1a; have beoryproVided in the:bioretdntio n. areai�,and � must be,
­�;Jmaifftaino I d -af design condition: - 0. DA &-,Dk6::Y,' 8T
ai"": ;DrainageArea, acres: 27,357,
b Total Impervious Surfaces, acres: 0.51 1.37
C. Storm;, inches.
d. Bioretention Ponding Depth, inches: 9
'Temporaryded DeptK Elev bons, FMSL
Pbn ' a
f. ­Bibrbt6nti6wBottom Elevation; FMSL:
91. T Bioretention Surface Area, ft2:
6 ft3:
P'erin ed�'Stor gb'Volume
i. Type of Soil:
j. Expected Infiltration Rate, in/hr:
K »Sdas6nal'High WaterTabId,;'FM8L:
I. Receiving Stream/Neuse River Basin:
M. Stream Index Number:
6.50.
5'75
3,710 3,485
2,3,85"'21616',
Poorly-draded-silty�sands (fill)
.
too 1001
0.120
Cedar Crk. Cedar Crk.
27-141-%t, 27_144-,10
ginClassification' of Water Body: "SA;. HQW;,5NSW'­'!�
9" -The-.following ldesign 'deite'ria-have ,been':pt6vided in infiltration 6asms, and must be
maintained at design condition: ,'DA 6i'�" IDA1-u
a. Drainage Area, acres: 2.35 �_.5 5—
b. Total Impervious Surfaces, acres: 1.37 1.95
c. Design Storm, inches: 1 5
d. -�,0.75
B' irr-bbpth,­ft;:
4.00
o o mle ie'vbtibnsj< F M S U-, 3� 60',;'
e. Y
2
�t'0'�Bottdrn uffadd"Area,'ft ;290'
6;346);:�!'l U14
g. Bypass Overflow Elev6ti6ns; FMSL' — ­4��351�i �'l 4.; 7 5!
_ Perm ifted'St6rddd-Vdlurrfe,,'ft3, 4,755
I. :Tqp&'6fiS6iI:!' Poorly grridd&silty sands (fill)
j.'Ex'p''ec ed finfiltr6tiorf Rate,- in/hr:
­k'�:"- '�-86666h'al High Water Ta'bl6,,FM8L:
I. ,:!,'R'e"'c'-eiv-i'n'ci'''Str'eArh'fNbUsb Rivdr1369in:°
m Stream Index Number:
n. Classification of Water Body:
1.00' '.1.00;"
Cedar CrkZedarCrk.
27-141y:10,v-,",27=A41=10
"SA; HQW, NSW"
Page 4,'6f10 1—

s '
,,:State Stormwater Management System
Permit No. SW7060507
10. =.•:.For Drainage Area 6,.a portion of the, stormwater;runoff,,2,615 cf;.wi.11 becaptured,and
treated`'in bioretention area BR-5. Additional required runoff,volurneforDrainagerArea 6
of 4,755 cf, will tie'.captured and treated in infiltration basin; &, 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 intoi a flow
spreader prior to discharging across the minimum 50 foot;Neuse IRiparian-Buffer. The
flow spreaders are required to be regularly maintained at design conditions as shown per
the approved plans..; ;
12. . Stormwater runoff;,imDrainage Area.4 isrconveyed;to<the infiltration,trenchr,lr1 by the use
of porous/permeable pavement. The porous/permeable pavement is'required to be
and signed Operation and Maintenance Agreement.
wrth,the<approved plans
ro erl constructed operated and maintained,in a
t.
13. This permit covers the construction of lots 39 43 &'45 50 of Section4A, lots 2-5, 8-10,
15�18,,.`Common­Areas 3-5 & the Guest Qtrs. of Harbor Village I, and;lots m,26 of Harbor
Village II -A of River Dunes Marina & Residential Development See Exhibit A for built
i womareas.per lot.
II. SCHEDULE OF COMPLIANCE
1. The;stormwater management system shal.t•.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;willtbe-rQpaired immediately.
3. The.perrnittee:shalt at all times provide the operation and,maintenaneq,necessary,.;to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operatiomand;Maintenance P.lans;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. Mowin.9 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.a -,01 times. .
4. Records of maintenance activities must be kept and made.available upon;requestto
authorized personnel of DWQ. The records will indicate the date, activity, name of
person pertorming,the work and what actions .werp taken:
5. The:faciRies shall be constructed as shown onthe,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 Occgppfancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the, perrrlittedfacility has
been installed in accordance with this permit; the approved plans and specifications, and
othersupporting: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 1,0 ,^

I`State Stormwat I er Management Systems
Permit No. SW7060507
7. Thestbrniwater system&-shal 1, not be, used as" Erosion Control devices: They must be
kept off linei a'nd'free -from -sedimentuntil thd-projectJ&complete and the entire site has
been stabilized.
8. Access to the stormwaterIacilities shall 4 be ' mai ntainedvia appropriate.? easements. at all
9. -The: P.ermltteb T'shall submit to the Director and shall have received.,approvaf for revised
--plans;,specifications, and -calculations orior:to construction, for any modification to the
apOrcved-R)ansi, including, but not -limited to, those listed, below:
Any, revisionto,any item shown '=. the , approved, plans,,includihgt,h6stormwater
etc
.
b. _Pr9*,c name change.
the approved amount of 'built-uppn,arela.l" the drainage
m. The
I - I . I . fo r W hr
project area is defin,ed, ft owned by the.perrhittee,, 1ch
8'eaimbfilatibn I a rid , Erosion8 lklah approval " Or a � dAmA, M '6'r Permit Was
sought. "I
Filling ,in,altering, or piping ofapy vegetative conveyance shown -.9nthe, approved
plan
71
10 The Perm ittee,shall ,submit'final.site'r laybutand. grid 1 ng. plans, for any petrh edfy,pre
P A'
­,&669'hOW on" the approved plans, prior 6'construction
11 ' .A copy of the approved .
lans
Pbmritt66 for minimum I i� of ten years from'the . a data of the ddrnolbtion, od"consIrktion.
a min 11I
12.
The Director may notify the permittee when the permitted site
of the minimum requirements of the permit. Within the time fr
13. This,permitshall.bq. effective, Trom,.tr
4 ­ r6hallliiigubmitt'
ei
'
-a - ­'
n mlustbe-,accompanie d b y. thi a pr
14. No homeowner/lot owner/developer
as swales shown ,on -the approved
withodt;s'ubmittipg,.a= revision t6.7the
site to
iing fee.
fill in, alter, or pipe any draihaii ge t6gtu, re'(such
15. Prior to transfer of the permit, the st6r rhwater facilities will 'be'i'nsobctea'by DWQ
personnel,Jhe facility . conditions., Any,
.y mustbe in compliance with all permit conditions., Any, items not in
compliance_;inust'be, . repaired or replaced to design condition -prior to the transfer.
Records of maintenance activities. performed -to date will be required.
16. PriorJo the -sale ,ofilany lot, Ihei following dead restrictions must-be,re,corded:
& TheJ61lowing covenants are intended to ensure ongoing. compliance With ;State
Stormwater Management Permit Number SW70.60507, as, itsue&by­tfie Division
of Water Quality under NCAC 2H.1000.
b. The;State of NorftCarolina is made a-benefidia-ryof these covenants -4Q1he extent
necessaryId maintai n:
-compliance with,the Stormwateri Management-, Permit.
z
C. These covenants are to run with the land and b& bindingiomalVpersolnsand
parties claiming under them.
Page 6`6f 110

-''.,State Stormwater Management Systems '
Permit No. SV 7060507
d. ; .. ;The covenantspertainingtostormwatermay not be altered orrescindedwithout
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
withouVthe;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=frontlotline.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. iotswith'irf CAMA's?Area-of Environmental Concern may=be sublect>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:.dr
This maybe
accomplished through providing roof drain gutters, which am to the street;
grading the lot to drain toward the,street, or gradingperimeter=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 uponarea 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 P,ermittee, the
deed book number and page,.and tlie'stamp/signature of the Register. of Deeds.
18. Built upon area includes, but is not limited -to, structures,. asphalt, concrete, gravel, brick,
stone, slate„ coqujna'and _Parking areas, but.does not include raised, open {wood decking,
or the water surface' of'swimming pools. '
III,,GENERAL CGNDITION3
1. .This°permit is not transferable except after notice to'and approval bythe Dire'llctor' In the
event of a change of ownership, or a name change, the perm tteejnust'submi 'a formal
permit transfe.e. equest to the` Division of Water Quality, accompan iedby~a'completed
suppungiy rnarei.ials as may oe appropnaie. i ne approval oT in isrequest willTe
considered on its'merits and may o�<may not be'approved. The permiftee,is responsible
for compliance with all permit conditionsuntil such time as the Division°approves°the
,transfer request.
2. Failure t6'Abide,by the conditions and limitations contained in this permit,may subject the
Permitted 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'issuanceof this permit does not preclude the Permittee from -complying with,any and
all statutes,�"rules; regulations, orordmances which may�be-impose.d by other , ,
government agencies (loc'al; state', and'fedeiral). having lurisdiction.�,-
4. In=the-event thatthefacilities fail to -perform satisfactorily, including - the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including.
'those as;may be required bythis-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 ofthe•permitted stormwater
managementfacility.
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.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Page 8 of 10

I

Sep 20 05 05:06p River Dunes Corp
252-634-3350 p.2
IV \
y WETLY NDSV
=v (2y 15 RCAl
.v v
2:1 SLOPE
DISTURBED WETLANDS
4510.06 SQ. FT.
y
.v -v
IV IV \
\y •v (2) 15"X50'*P Ciio
IVVERT IN - 2.4'
IV INVERT
\ INVERT OUX = 2.3'
V Iv y v
1 WIrLANDS IV IV
.Y y
PLAN VIEW DISTURBED W LANDS
SCALE: 1" = 40'
10.00 10.00-
1/4" FT 1/4" FT
APPROVED FILL OR
COMPACTED SUSGRADE
3/16"=1'
ABC STONE
2:1 SLOPE
5.50 r
L15" X 50' RCP
ABC STONE
14
SAY RIVER METROPOLITAN SEWERAGE DISTRICT
FI"I" ("Tj�OIGIIat ("�
WETLAND ROAD DETAIL

0
y6
6
p
ZN
O
Z
O
S
F
�
qa
QAVEY TOP S1L ♦'- W
0
BEV. 3
IfAlf.
a alf. aka
KEYSTONE CAP UNIT
71PE-2 FILTER FABHC
KEYSTONE STANDARD UNIT
STRATA 200 (L
>(c
N
4'-0-
s
m
h
a
� UN
CUSS-2 CARP RAP
STRATA 200 (L . IZ51
im
dWN
dmN
EIEV. -3.83
a w
2
z
o
T I ir WASHED STONE
0 0
9'_D"
V]
' 3,_0•
ELEV. -7.00 O NCDOT TYPE-2 FAWC
Q
GEEKRID IF REWIRED
�
G.*.7
7'-7" RETAINING WALL SYSTEM
RIVER DUNES
PROJECT Nil
DAM
DIMGR BY: CON
SCALE: 1/3' _ /'
DRANK BY: WIN
CWCKED Rv
APPROVED BY:
SCAIE AB 910'NI
WANING NO:
9 FE I OF i
001

• ASSUME BEARING CAPACITY 2000 PSF
• GEOGRID : STRATA GRID 200 OR EQUAL, 6' LENGTH
• WALL HEIGHT 3'-7" (5 BLOCKS, 1 CAP)
* FILTER FABRIC SHALL BE NCDOT TYPE 2
KEYSTONE CAP UNIT
KEYSTONE STANDARD UNIT
GEOGRID IF REQUIRED
CLAYEY SAND CAP
NET
GEOGRID : STRATA 200 (L = 6')
o SAND FILL
0'-6"
3" PERFORATED PIPE IN STONE WITH TYPE 2 FABRIC
P
8" STONE FOUNDATION
-0"
4' RETAINING WALL SYSTEM
RIVER DUNES
SCALE : 1/2• = 1'
ZR
001

6XC OPTIONAL a, mms.ON
ra. r ram • wwwelm w:. a•a • na-ao-awe
I drawing contains
pristary inforation m
ch is the property
SOUND MARINE INC..
shop not be copied,
rodua•d, or made
"0"e to Corm ports,
lout prior written
miaeon from SOUNC
NNE, INC.
REVISION:
Raf.RIVEROUNES
SCOW NTS
ao a ,a m >r
11 /22/04
Drawn By: T.S.GARRETT
CHECKED BY:
12/29/04
RIVER DUNES
FIXED PIER TO DOCK ELEVATION (REVISED)

DCM Coordinator: H o i Permit #: I L-1 6-o
MAILING DISTRIBUTION SHEET
Permitee: �:I u�pr Dv �s Cg. pni bv�
Agents:
DCM Field Offices
Eliza (with revised work plan drawings)
orehead Cit
Washin o
Wilmington
US ACOE Offices:
Washington: Ralei h Bland
racey Wheeler
Wi iam estCott (NC DOT)
Bill Biddlecome (NC DOT)
Wilmington: Dave Timpy
Cultural Resources: Renee Gledhill -Early
Public Water Supply: Debra Benoy (WIRO)
Joey White (WARO)
Marine Fisheries: Anne Deaton
NC DOT: Ken Pace
Shellfish Sanitation: Patti Fowler
State Property: June Michaux
Water Quality: Cyndi Karoly (Raleigh)
John Hennessy (NC DOT)
Washington: Vivian Christy
Al Ho
yle Barnes
Wilmington: Joanne Steenhuis-401
Kelly Johnson - Stormwater
Wildlife Resources: Maria Dunn (WARO)
Molly Ellwood (WIRO)
LPO:
Fax Distribution: Permitee
Agent #:

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
January 13, 2006
River Dunes Corporation
P.O. Box 1505
New Bern, NC 28563
Dear Sir or Madam:
The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable, the
State Dredge and Fill Law, for you to proceed with your project proposal. Please sign both the original (buff -
colored form) and the Xerox stamped "Copy". Return the copy to this office in the enclosed envelope. Signing
the permit and proceeding means you have waived your right of appeal described below. Please retain the original
(buff -colored form), as it must be available on site when the project is inspected for compliance.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-
121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714, [phone] within twenty
(20) days of this decision on your permit. You should also be aware that if another qualified party submits a valid
objection to the issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation.
The Coastal Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all project plans, as
approved. If you are having the work done by a contractor, it is to your benefit to be sure that he fully understands
all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request that
you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise
concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel
at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally
important coastal resources.
Enclosure
Sincerely,
Avow-
v V, ri
r
Douglas V. Huggett
Major Permits and Consistency Manager
400 Commerce Avenue, Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
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Sep 20 05 05:06p
M
River Dunes Corp 252-634-3350 p.1
I
DunesRiver
To: Stephen Lane From: Ed Mitchell
Faun 252-2473330 Pages:
Phone.
Date: 9120l2005
Re: CAMA MOD CC:
X Urgent ❑ For Review O Please Comment ❑ Please Reply ❑ Please Recycle
Stephen,
1) The wetland crossing for the BRMSD utility access shows a crossing area of4510.06 sq. ft., we will
work to reduce this impact in the field.
2) The basin shape has changed slightly to adjust for the removal of the stacked storage facility and
design for the new retaining walls around the basin. This shape was shown in the plan we
reviewed last year and in our meeting in February. Below are the original sq. ft of water surface
and area in the bulkhead.
Original sq ft Water Surface 1,247,399 sq ft Area inside bulkhead 1,247.399 sq ft
New sq ft Water Surface 1,183,607 sf Area Inside bulkhead & retaining wall 1,268,161 sf

AG"'
r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govelmor
Secretary
MEMORANDUM:
TO: DOUG HUGGETT
FROM: STEPHEN LANE
)Charles S. Jones, Director William G. Ross Jr.,
I
Oweo
SUBJECT: MINOR MODIFICATION REQUEST - CAMA MAJOR PERMIT#146-01,
RIVER DUNES CORPORATION, PAMLICO COUNTY
DATE: September21, 2005
Please find enclosed a request from Mr. Ed Mitchell, President of River Dunes
Corporation, to modify State Permit # 146-01. This permit was originally issued to
Weyerhaeuser Real Estate Development Companyon 11/20/01 for the construction
of a 600 home subdivision, a 400-boat slip high ground marina basin, a boat ramp,
and to install 11,300 ft of shoreline stabilization. The permit was transferred from
Weyerhaeuser to Granite Investment Properties, LLC on March 17, 2003. It was
then transferred from Granite Investment Properties, LLC to the River Dunes
Corporation on July 13, 2004. The permit was renewed on December 13, 2004 and
is set to expire on December 31, 2006. A minor modification of the permit was
issued on February 8, 2005 to allow the use of a hydraulic dredge for the proposed
excavation of the access channel as opposed to barge mounted excavator with a
clam shell bucket.
Mr. Mitchell proposes the following modifications to the existing permit:
1) Further define and adjust the proposed property lines, road layout, and include a
238-acre conservation easement into the proposed subdivision layout.
2) . Modify the permitted entrance plan into the subdivision from SR1317 to improve
traffic safety.
3) Relocate the community service and marina buildings approximately 400' to the
south of their presently permitted location.
4) Add a wellness center and an environmental education center adjacent to the
proposed community service building next to the marina.
5) Eliminate the 200-boat dry stack storage facility from the permit.
—6) • Modify the permitted vinyl and concrete vertical bulkhead to a keystone retaining
wall with a sloped edge to the normal water level to allow for the establishment of
coastal wetlands around the marina basin.
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
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7) Refine the layout of the riverside club, pool, walkways, and chapel to provide
more open space and public water views.
.8) Add a 1' — 2' high retaining wall approximately 4000' in length on high ground at
50' from the NWL of the Neuse River.
•9) Modify the site plan to include three infiltration pond's, one of which will also serve
as a reclaimed water and wet weather storage basin to allow for the beneficial use
of reclaimed water onsite.
10) Add a gravel access road to the wet weather storage basin and two 8"
waste/reclaimed water transmission lines that will ' require 4,510 square feet of
Section 404 wetlands to be filled/disturbed.
By virtue of Section 15A NCAC 07J .0405, the permittee is allowed to request a
modification of this permit. Mr. Mitchell has submitted the required fee of $100.00 and
a copy of the check is attached. I have determined the request for the minor
modification of the permit is consistent with the current rules and regulations of this
Division. Therefore, I have no objections to the proposal with reference to the attached
drawings if all existing conditions remain valid unless modified herein.
Cc: Tere Barrett, DCM, Morehead City District
Raleigh Bland, USACE, Washington

March 10, 2005/ Modified on June 28, 2005 E
Stephen Lane
Division of Costal Management
NC Dept of Environment and Natural Resources
Morehead City, North Carolina 28557
Subject: River Dunes Permit Number 146-01
1) Modifications to the Conservation Development Plan dated 3/9/01
2) Modifications to the material and construction of the marina bulkhead.
3) BRMSD sewer treatment to beneficial reuse.
i
Dear Mr. Lane:
As described in the project narrative, River Dunes is a predominately residential
community with an overall project density of approximately 1 residential living unit per 2
acres with associated marina, recreational and service amenities.
The community developer along with the many stakeholders, including numerous
agencies within NCDENR have collaborated in a comprehensive planning approach that
combines the health of the environment with the strength of the economy to enhance the
character of the community.
As the community has moved forward from concept to site design and now
implementation, there have been refinements and actions taken that we hope will yet still
improve the original plan.
I will first give a brief permit history, followed by a summary review of several of our
meetings in recent months, and then item by item cover the minor modifications that we
are requesting to permit # 146-01.
Permit #146-01 was originally issued to Weyerhaeuser Real Estate Development
Company in 2001. Weyerhaeuser sold the tract to Granite Investment Properties in 2002,
and the permit was transferred. In April, 2004 the property was sold to River Dunes
Corporation and the permit was transferred to River Dunes Corporation and then renewed
in December 2004.
During this time the land plan has evolved with several minor refinements that we believe
have enhanced the overall quality of the design and helped minimize impacts. Attached
you will find the refinement to the original Conservation Development Plan dated 3/9/01.
As discussed in our May 14, 2004 meeting we waited until just prior to platting lots so
that any refinements would be as near complete as possible.

Since our meeting with you and Ted Tyndall in May, 2004, there have been numerous
meetings to discuss and update the community's progress. At our November 16a'
meeting on site we had an opportunity to meet with you and Terri Barrett and go over the
site plan, at a subsequent meeting on December P, in Morehead City we discussed how
to handle the refinements and modifications.
The following bullets will summarize the minor modifications to the site plan, all of
which are shown on the new site plan that is attached for your review:
1. The original 600 lots and associated roads have been adjusted to improve the open
space design and to include a 238 acre conservation easement established to
further protect the Gum Thicket Creek Watershed. The original lot count and
overall density have not changed.
2. The original entrance plan has been modified to improve the safety as
recommended and approved by NCDOT. (see attached plan) As stated in the
original permit, the entrance will be approved by NCDOT.
3. The site of the marina and community service buildings that are adjacent to the
marina basin have been moved to better facilitate the traffic flow in the marina
and to help centralize them in the village plan. There are still 400 slips in the
marina with a pump out and fuel station. (see attached marina plan)
4. The residential areas around the marina, originally shown as village pods, have
been further identified and planned by Historical Concepts. This plan follows the
original concept of a maritime village around the marina basin with access to the
boats in a protected environment. A wellness center and an environmental
education center are being added and are shown on the latest refinement.
5. The 200 boat dry storage facility in the original land plan has been removed as it
was deemed inappropriate for the site. The boat and RV storage yard will provide
covered storage for boats with trailers as originally planned.
6. The bulkhead surrounding the marina basin has also been modified to
accommodate a vegetated sloped edge with a keystone retaining wall. The
original vinyl and concrete bulkhead material has been replace with a stone wall.
The idea of a natural sloped edge around the basin was encouraged by several of
the agencies. This material change was reviewed in our February 4a', meeting in
Morehead City, specifications and samples were delivered with a letter
identifying the change (see attached marina plan and cross sections)
7. The riverside club, pool area and the walkways, along with the chapel have been
further designed and given more open space and public water views. A 1 to 2 foot
high landscape retaining wall has been added to prevent sedimentation and
erosion at the top of the slope, this will be approximately 50' from the NWL
along the Neuse River frontage. ( see site plan)

October 13, 2005
Stephen Lane
Division of Costal Management
NC Dept of Environment and Natural Resources
Morehead City, North Carolina 28557
l
Q'1 1 3 20L`i
MWC-Dhunad CIty jcc M
Subject: River Dunes Permit Number 146-01
1) Refinement to the entrance channel bulkhead due to hurricane Ophelia.
Dear Mr. Lane:
Per our conversation during your site visit on Oct. 5, 2005 and our phone conversation
yesterday, we are requesting that the stone protection jetty at the entrance of the marina
channel be configured as the attached plans show. This refinement would have approx.
1141f of stone on the west side and approx. 158 If on the east side. The stone shoreline
protection would be an avg. height of approx. 12" above the NWL.
Thank you, for your consideration of this matter.
Sincerely,
Ed Mitchell
President
River Dunes Corporation
416 Pollock Street
New Bern, North Carolina 28560
252-634-3373
ed.mitchella,riverdunes.com

\o
C
�OF �ur4s A" G
IL16- 01
June 26, 2006
Mr. Ed Mitchell, President
River Dunes Corporation
416-A Pollock Street
New Bern, NC 28560
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
RICS,
7s Division of Water Quality
JUN 2 8 006
6 01
20J
Moreheaa City DCM
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. We 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
AH/sav: C:\STORMWATER\PERMIT\SW7060507
cc: Prant Livengood, PE
k/CAMA, Doug Huggett
Pamlico County Building Inspections
Washington Regional Office
Central Files No hCarolina
atura!!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.newaterguality.ora 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748 -
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State Stormwater Management Systems
Permit No. SW7060507 \
I
.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

r
State Stormwater Management Systems
Permit No. SW7060507
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:
T. T. 66 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, in/hr:
1.00 1.00 1.00
k.
Seasonal High Water Table, FMSL:
1.80 1.70 0.90
I.
Receiving Stream/Neuse 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, in/hr:
1.00
k.
Seasonal High Water Table, FMSL:
0.20
I.
Receiving Stream/River Basin:
Cedar Creek / 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 bioretention areas and must be
maintained at design condition:
DA 5
DA 6
a. Drainage Area, acres:
0.84
2.85
b. Total Impervious Surfaces, acres:
0.51
1.37
C. Design Storm, inches:
1.5
1.5
d. Bioretention Ponding Depth, inches:
9
g
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, in/hr.
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:
2.85
385
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, in/hr:
1.00
1.00
k. Seasonal High Water Table, FMSL:
1.55
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"
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
1. 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 �' 1
Permit No. SW7060507
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. 1 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.
1& 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. SW7060507
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 dram 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 stamp/signature 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.
III. 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 1
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.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Page 8 of 10

State Stormwater Management Systems 1
Permit No. SW7060507
River Dunes Marina & Residential Development —
Harbor Village I, Harbor Village II -A, & Section 4A
Stormwater Permit No. SW7060507
Pamlico Countv
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. SW7060507
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 10of10

ESTIMATED IMPERVIOUS SURFACES
EXHIBIT A
SECTION 4A
LOT
NUMBER
LOT AREA
SO. FT.
LOT AREA
ACRES
TOTAL
ALLOWED
IMPERVIOUS
SO. FT.
PERCENT
IMPERVIOUS
%
RECEIVING
STREAM NAME
39
8400
0.19
3600
43%.
MILL CREEK
40
8400
0.19
3600
43%
" "
41
8400
0.19
3600
43%
42
8400
0.19
3600
43%
BROAD CREEK
43
8400
0.19
3600
43%
45
9750
0.22
4500
46%
46
9750
0.22
4500
46%
47
9750
0.22
4500
46%
48
1 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.
Areal 22500
Area 2 22500
� 2006 � g
I�
D�Q
Ygp3 #
1 of 1
Area 2

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

KIVtK UUNt,
ESTIMATED IMPERVIOUS SURFACES
EXHIBIT B
1
2500
0.06
1500
60%
"
Cirmmoli„1
700
13200
See Sheet C15 for overall plan and lot layout in Harbor Village I.
JUN 0: 6 2006
nwe
FROJ #

KIVtK UUNtS
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%
" "
.3
4050
0.09
2800
69%
" "
4
4050
0.09
2800
69%
if "
5
4500
0.10
2800
62%
If
"
16
5500
0.13
3000
55%
It
"
17
4950
0.11
2500
51 %
18
4400
0.10
2500
570/c
" If
19
4400
0.10
2500
57%
20
5500
0.13
3000
55%
21
7200
0.17
4000
56%
If
"
22
6600
0.15
4000
61 %
25
6600
0.15
4000
61 %
26
7200
0.17
4000
56%
Area 7
43700
F4
4500
0.10-7-2800
62%
4050
0.09
2800
69%
4050
0.09
2800
69%
" "
p '.- .' ..
4050
0.09
2800
69%
n n
w. ;
4500
0.10
3000
67%
n If
RM04
6600
0.15
4000
61
n ,
4400
0.10
2500
57%
If "
4400
0.10
2500
57%
y
4400
0.10
2500
57%
11"
4444 5 q
4950
0.11 .
3000
61 %
° If
<"s23 x s
6900
0.16
4000
58%
�`2?p�:
6900
0.16
4000
58%
36700
KI
See Sheet C9 for overall plan and lot layout in Harbor Village II -A.
IRS
�U� 0.6 2006
DEN@
pgOJ #

1W
ARLA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
Secretary
MEMORANDUM:
TO: DOUG HUGGETT
FROM: STEPHEN LANE
Charles S. Jones, Director William G. Ross Jr.,
SUBJECT: MINOR MODIFICATION REQUEST- CAMA MAJOR PERMIT#146-01,
RIVER DUNES CORPORATION, PAMLICO COUNTY
DATE: September 21, 2005
Please find enclosed a request from Mr. Ed Mitchell, President of River Dunes
Corporation, to modify State Permit # 146-01. This permit was originally issued to
Weyerhaeuser Real Estate Development Company on 11/20/01 for the construction
of a 600 home subdivision, a 400-boat slip high ground marina basin, a boat ramp,
and to install 11,300 ft of shoreline stabilization. The permit was transferred from
Weyerhaeuser to Granite Investment Properties, LLC on March 17, 2003. It was
then transferred from Granite Investment Properties, LLC to the River Dunes
Corporation on July 13, 2004. The permit was renewed on December 13, 2004 and
is set to expire on December 31, 2006. A minor modification of the permit was
issued on February 8, 2005 to allow the use of a hydraulic dredge for the proposed
excavation of the access channel as opposed to barge mounted excavator with a
clam shell bucket.
Mr. Mitchell proposes the following modifications to the existing permit:
1) Further define and adjust the proposed property lines, road layout, and include a
238-acre conservation easement into the proposed subdivision layout.
2) Modify the permitted entrance plan into the subdivision from SR1317 to improve
traffic safety.
3) Relocate the community service and marina buildings approximately 400' to the
south of their presently permitted location.
4) Add a wellness center and an environmental education center adjacent to the
proposed community service building next to the marina.
5) Eliminate the 200-boat dry stack storage facility from the permit.
6) Modify the permitted vinyl and concrete vertical bulkhead to a keystone retaining
wall with a sloped edge to the normal water level to allow for the establishment of
coastal wetlands around the marina basin.
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

7) Refine the layout of the riverside club, pool, walkways, and chapel to provide
more open space and public water views.
8) Add a 1' — 2' high retaining wall approximately 4000' in length on high ground at
50' from the NWL of the Neuse River.
9) Modify the site plan to include three infiltration ponds, one of which will also serve
as a reclaimed water and wet weather storage basin to allow for the beneficial use
of reclaimed water onsite.
10) Add a gravel access road to the wet weather storage basin and two 8"
waste/reclaimed water transmission lines that will require 4,510 square feet of
Section 404 wetlands to be filled/disturbed.
By virtue of Section 15A NCAC 07J .0405, the permittee is allowed to request a
modification of this permit. Mr. Mitchell has submitted the required fee of $100.00 and
a copy of the check is attached. I have determined the request for the minor
modification of the permit is consistent with the current rules and regulations of this
Division. Therefore, I have no objections to the proposal with reference to the attached
drawings if all existing conditions remain valid unless modified herein.
Cc: Tere Barrett, DCM, Morehead City District
Raleigh Bland, USACE, Washington

r
March 10, 2005/ Modified on June 28, 2005
Stephen Lane
Division of Costal Management
NC Dept of Environment and Natural Resources
Morehead City, North Carolina 28557
Subject: River Dunes Permit Number 146-01
1) Modifications to the Conservation Development Plan dated 3/9/01
2) Modifications to the material and construction of the marina bulkhead. .
3) BRMSD sewer treatment to beneficial reuse.
Dear Mr. Lane:
As described in the project narrative, River Dunes is a predominately residential
community with an overall project density of approximately 1 residential living unit per 2
acres with associated marina, recreational and service amenities.
The community developer along with the many stakeholders, including numerous
agencies within NCDENR have collaborated in a comprehensive planning approach that
combines the health of the environment with the strength of the economy to enhance the
character of the community.
As the community has moved forward from concept to site design and now
implementation, there have been refinements and actions taken that we hope will yet still
improve the original plan.
I will first give a brief permit history, followed by a summary review of several of our
meetings in recent months, and then item by item cover the minor modifications that we
are requesting to permit #146-01.
Permit 9146-01 was originally issued to Weyerhaeuser Real Estate Development
Company in 2001. Weyerhaeuser sold the tract to Granite Investment Properties in 2002,
and the permit was transferred. In April, 2004 the property was sold to River Dunes
Corporation and the permit was transferred to River Dunes Corporation and then renewed
in December 2004.
During this time the land plan has evolved with several minor refinements that we believe
have enhanced the overall quality of the design and helped minimize impacts. Attached
you will find the refinement to the original Conservation Development Plan dated 3/9/01.
As discussed in our May 14, 2004 meeting we waited until just prior to platting lots so
that any refinements would be as near complete as possible.

Since our meetingwith you and Ted Tyndall in May, 2004 there have been numerous C r
Y Y Y> ., i�.,,y
meetings to discuss and update the community's progress. At our November,16`h
meeting on site we had an opportunity to meet with you and Terri Barrett and go over the
site plan, at a subsequent meeting on December Yd, in Morehead Cit}r ve dis'ciisge'dlhow Iy
to handle the refinements and modifications.
The following bullets will summarize the minor modifications to the site plan, all of
which are shown on the new site plan that is attached for your review:
1. The original 600 lots and associated roads have been adjusted to improve the open
space design and to include a 238 acre conservation easement established to
further protect the Gum Thicket Creek Watershed. The original lot count and
overall density have not changed.
2. The original entrance plan has been modified to improve the safety as
recommended and approved by NCDOT. (see attached plan) As stated in the
original permit, the entrance will be approved by NCDOT.
3. The site of the marina and community service buildings that are adjacent to the
marina basin have been moved to better facilitate the traffic flow in the marina
and to help centralize them in the village plan. There are still 400 slips in the
marina with a pump out and fuel station. (see attached marina plan)
4. The residential areas around the marina, originally shown as village pods, have
been further identified and planned by Historical Concepts. This plan follows the
original concept of a maritime village around the marina basin with access to the
boats in a protected environment. A wellness center and an environmental
education center are being added and are shown on the latest refinement.
5. The 200 boat dry storage facility in the original land plan has been removed as it
was deemed inappropriate for the site. The boat and RV storage yard will provide
covered storage for boats with trailers as originally planned.
6. The bulkhead surrounding the marina basin has also been modified to
accommodate a vegetated sloped edge with a keystone retaining wall. The
original vinyl and concrete bulkhead material has been replace with a stone wall.
The idea of a natural sloped edge around the basin was encouraged by several of
the agencies. This material change was reviewed in our February 4`h, meeting in
Morehead City, specifications and samples were delivered with a letter
identifying the change (see attached marina plan and cross sections)
The riverside club, pool area and the walkways, along with the chapel have been
further designed and given more open space and public water views. A 1 to 2 foot
high landscape retaining wall has been added to prevent sedimentation and
erosion at the top of the slope, this will be approximately 50' from the NWL
along the Neuse River frontage. ( see site plan)

JuJ . � ZGuS
8. Modification of the original site plan to include the infrltratiolp} ��lsl�n dDwet 1. , 11
weather storage for beneficial reuse on site as shown on the lstte lila�, hls�o S owrz'
on the site plan is a 12' wide gravel drive for access to the wet weather storagee/
basin and two 8" transmission lines, the drive and lines will require a wetland c'_/"rr
crossing as shown on the plan and will disturb approximately . o wetlands. -71, r
The ponds, storage and transmission lines have been approved under a separate
permit by DWQ.
9. The original proposed rip -rap shoreline stabilizafion along'tlie Neuse River is
proposed to be Ireplaced by an off shore granite sill with a vegetated sloped bank,
( this request will be handled under a major modification).
We believe these modifications enhance the overall quality of the River Dunes
Community. We have enclosed a check for $100 as required for a minor modification
request. Please contact our office with any questions 252-634-3373.
Thank You.
Sincerely,
Ed Mitchell
President
River Dunes Corporation
416 Pollock Street
New Bern, North Carolina 28560
252-634-3373
ed.mitchel lgriverdunes.com

20 05 05:06p River Dunes Corp 252-634-3350 p.2
V
v WETLjXDSV
`v (2Y15 RCRI
i
i
-v
-v
2:1 SLOPE
y '
y
y
IV
IV
DISTURBED WETLANDS
4510.06 S0. FT. /
0kv IV
-v
V y
\v (2) 15"X50'i�CP c�iLVE
V y INVERT IN = 2.4'
\ INVERT OUT= 2.3'
1v v 1 v IVMkt] ANDS . .-v IV
V
V
PLAN VIEW DISTURBED WETLANDS
SCALE: 1" = 40'
APPROVED FILL OR
COMPACTED SUBGRADE
SCALE: 3/16"=1
10.00 10,00-
1/4" FT 1/4" FT
" ABC STONE
1 SLOPE
5.50 r
�--15" X 50' RCP
ABC STONE
BAY RIVER METROPOLITAN SEWERAGE DISTRICT
WETLAND ROAD DETAIL

NEAR 2 12005
Morehead D61 DCM
SOWIIOThis drawing contains
proprietary information REVISION: DATE: Ref.RNERDUNES Scale: NTS
which
which Is the property xD aawm a ms nic 11 /22/04
of SOUND N/be c INC., Drawn By. T.S.GARRETr CHECKED BY:
M A R I N E and shall not be espied, 12/29/04
reproduced, or made
r= ava0abto third en RIVER DUNES
exc evTioHn� av osior.i without prior written
Pa. ems ressP • eeP 41= No. ]Mu • noaos-ws permission from SOUN
UMNE, INC. FIXED, PIER TO DOCK ELEVATION (REVISED)

• ASSUME BEARING CAPACITY 2000 PSF
• GEOGRID : STRATA GRID 200 OR EQUAL, 6' LENGTH
• WALL HEIGHT S-7° (5 BLOCKS, 1 CAP)
• FILTER FABRIC SHALL BE NCDOT TYPE 2
KEYSTONE CAP UNIT
KEYSTONE STANDARD UNIT
GEOGRID IF REQUIRED
r; 3R 2 4 2005
GEOGRID : STRATA 200 (L = 6')
JMIVU PILL
PERFORATED PIPE IN STONE WITH TYPE 2 FABRIC
6" STONE FOUNDATION
4' RETAINING WALL SYSTEM
RIVER DUNES
SCALE : 1/2' = 1'
001

Sep 20 05 05:OGp
V � y
y WETL jlYbSy
\Y (2Y15 RCF1/ —
-v y
River Dunes Corp
y
y \
y
y
252-634-3350 p.2
DISTURBED WETLANDS
4510.06 SO. FT. /
v �
y
y
:v .v (2) 15"X50'�CP C�ILRTS
y INVERT IN = 2.4' \\
INVERT OUvvT = 2.3'
�v -v v y
1 W&LANDS Y
.Y y
PLAN VIEW DISTURBED WETLAND
SCALE: 1 " = 40'
ABC STONE
2:1 SLOPE
10.00 10.00 2:1 SLOPE
4.37
1 /4" FT 1 /4" FT 5,50
. II II u„ I IL I'A I' i s LL I i I I
.i II 1i I' II I u I �� 11 I li li.i 1I J�,1� I I i I I.I
APPROVED FILL OR 15" X 50' RCP
COMPACTED SU8GRA0E 6" ABC STONE
6"=1._O"
S jq<����/(}�/�CJ11,��� \) I SAY RIVER METROPOUTAN SEWERAGE DISTRICT
lei AW1iV 4�"L Wfr✓
WETLAND ROAD DETAIL
A. (�IPJL40lfl�

SO
�
This drawing contaproperns
proprietary information
REVISION:
ty
of S is the properly
of SOUND NARINE INC.,
w awm a no rec
MAR I N E
0°d °c d, be a"°°'
reproduced, or made
available to third Portia°
CXG CPTIONAL BY OCSION
without prior written
py pw ryp , es^+alwl 1 M08 , e16,yyaNS
permission from SOUN
NARINE, INC.
1
DATE
MAR 2005
Morehead City DCM
Ref.RNERDUNES
Drawn W. T.S.GARRETr
Scale: NTS
BY:
RIVER DUNES
FIXED PIER TO DOCK ELEVATION (REVISED)

• ASSUME BEARING CAPACITY 2000 PSF
' GEOGRID : STRATA GRID 200 OR EQUAL, 6' LENGTH
' WALL HEIGHT 3'-7' (5 BLOCKS, 1 CAP)
' FILTER FABRIC SHALL BE NCDOT TYPE 2
KEYSTONE CAP UNIT
KEYSTONE STANDARD UNIT
GEOGRID IF REQUIRED
DRAINAGE NET
JJ.
r,AR 2 4 ZUU`;
. orehead G+:
CLAYEY SAND CAP
STRATA 200 (L = 6')
o SAND FILL
3' PERFORATED PIPE IN STONE MATH TYPE 2 FABRIC
`OD � 8" STONE FOUNDATION
9
4' RETAINING WALL SYSTEM
RIVER DUNES
SCALE : 1/2• = 1'
r
001

Sep 20 05 05:07p River Dunes Corp 252-634-3350 p.3
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4mFKm&CFMD MARINA LAYOUT
2W7 NEV5E'ULM OLDC,5 RIVER DUNES p SUBDIVISION
WLw OM, N" CANNA 26569
RFAXF �2 ;It& MARINA VILLAGE
PUD DEVELOPMENT
RTTAVTf»DVV J SEPTEMBER 20. 2005 SCALE: 1 ° = 300'
N O nT 11 C A A D I I N A NO. 2 TOWNSHIP PAMLICO COUNTY NORTH CAROLINA

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8. Modification of the original site plan to include the infiltration ponds and wet
weather storage for beneficial reuse on site as shown on the site plan, also shown
on the site plan is a 12' wide gravel drive for access to the wet weather storage r,ye0 O
basin and two 8" transmission lines, the drive and lines will require a wetlant
crossing as shown on the plan and will disturb approximately< iO@l'f of'wetlands. 7/,�A J
The ponds, storage and transmission lines have been approved under a separate
permit by DWQ.
9. The original proposed rip -rap shoreline stabilization along the Neuse River is
proposed to be replaced by an off shore granite sill with a vegetated sloped bank,
( this request will be handled under a major modification).
We believe these modifications enhance the overall quality of the River Dunes
Community. We have enclosed a check for $100 as required for a minor modification
request. Please contact our office with any questions 252-634-3373.
Thank You.
Sincerely,
Ed Mitchell
President
River Dunes Corporation
416 Pollock Street
New Bern, North Carolina 28560
252-634-3373
ed.mitchellna.riverdunes.com