SW7070911_CURRENT PERMIT_20071029

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW'y)_7yd
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o2&�/,D�a1
YYYYMMDD

WkTF9
0
October 29, 2007
Mr. Ed Mitchell, President
River Dunes Corporation
416-A Pollock Street
New Bern, NC 28560
Lll-kFo
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Stormwater Permit No. SW7070911
River Dunes Marina & Residential Development
Harbor Village III
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 III on October 17, 2007. Staff
review of the plans and sppecifications 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. SW7070911 dated October 29, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until October 29, 2017, 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].
�Sincerel(,
Al o g
Regional Supervisor
Surface Water Protection Section
AH/sav: C:\STORMWATER\PERMIT\SW7070911
cc: Grant Livengood, PE
Doug Huggett, CAMA
Pamlico County Building Inspections
L,Washington Regional Office
Central Files N°ne Caro na
atura�ly
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet www.ncwaterqualirv.ore 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Acton Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7070911
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 M
Pamlico County
FOR THE
construction, operation and 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 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 October 29, 2017, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. The drainage areas will be
limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
2. This stormwater system has been approved for the management of stormwater 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 1.44 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. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The runoff from all bu ilt-upon area within the permitted
drainage areas of this project must be directed into the permitted stormwater control
systems.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7070911
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, ftZ:. 4-7,D0 T5 0-65
b. Total Impervious Surfaces, acres: 24,006 38,901
C. Design Storm, inches: 3.0 3.0
d. Basin Depth, ft.: 2.00 2.00
e. Bottom elevations, FMSL: 3.30 3.30
f. Bottom Surface Area, ft2: 2,459 4,135
g. Bypass Overflow Elevations, FMSL: 5.30 5.30
h. Permitted Storage Volume, ft3: 6,405 10,035
i. Type of Soil: Poorly graded silty sands (fill)
j. Expected Infiltration Rate, in/hr: 1.30 1.30
k. Seasonal High Water Table, FMSL: 1.15 1.10
I. Receiving Stream / Neuse River Basin: Neuse River
M. Stream Index Number: 27-(118)
n. Classification of Water Body: "SA; HQW, NSW"
6. Both treatment systems are designed to overflow a weir/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.
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. Infiltration systems should not be used as erosion
control devices, due to the potential clogging. If the stormwater system was used as an
Erosion Control device, it must be restored to design condition prior to operation as a
stormwater treatment device, and prior to occupancy of the facility.
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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7070911
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.
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 Director may determine that other revisions to the project should require a
modification to the permit.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
13. This permit shall be effective from the date of issuance until October 29, 2017.
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7070911
14. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7070911, as issued by the Division
of Water Quality under NCAC 2H.1000.
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.
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.
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.
Lots within CAMA's Area of Environmental Concern may be subject to a reduction
in their allowable built -upon area due to CAMA regulations.
All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the system
are not required to provide these measures.
The approved Operation and Maintenance Plan(s) must be followed in its entirety
and maintenance must occur at the scheduled intervals, including reporting where
applicable.
j. All roof drains must terminate at least 50 feet from the mean high water mark.
Projects covered by this permit will maintain a minimum 50-foot wide vegetative
buffer between all impervious built -upon areas and surface waters.
Built -upon area in excess of the permitted amount will require a permit
modification.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7D70911
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.
19. The permittee is responsible for verifying that the proposed built-upoh area for the entire
lot; including driveways and sidewalks, does not exceed the allowable built -upon area.
Once the lot transfer is complete, the built -upon area may not be revised without
approval from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
III. GENERAL CONDITIONS
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 cbrnpleted
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.
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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW7070911
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
10. 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.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the project.
Permit issued this the 29th day of October, 2007.
LINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7070911
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7070911
River Dunes Marina & Residential Development --
Harbor Village III
Stormwater Permit No. SW7070911
Pamlico County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems "
Permit No. SV 7070911
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 9 of 9

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
Std o 0 1
IpI 1A fA State of North Carolina ��") �K �hslo'7
DNNVV 4 ❑Vr1�9partment of Environment and Natural Resources ��
Division of Water Quality 9_
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
R1VL?- DUNES CoR-P0RTI.17N
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
MR•ED )✓IITUIELI., RgeSIDGNT-
3. Mailing Address for person listed in item 2 above:
4-( LP - A- POLL 0CY_ ST C`f
City:_NeW 6EW State: t4C/ zip: 2$5(v0
'FelephoneNumber: ( 25z ) �j�p + —35a3
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
jZIVER DWS M INA AND R SIDFIJT1PcL b!<i/-ELQ�M�t�1T
1-A9Z 9- VILI.A&C— TIT—
5. Location of Project (street address):
SR 131-- (0KtthV_D C.ReCr �Df�Di
city:07-181JTAL County: RfcMLl (D
6. Directions to project (from nearest major intersection):
FFOM NG-55 STP'AICsNT ?D^I) INl'Et_S T[QLI, (1-:7AST-) R1C- +T 00 SFFAI&WT- RDA
MBI 00 OV-W6RD CP-l=iaK � SR 131} RLGHT Df�) OLD LL(�NSt}pUS6 RD CPRnPOSED)
7. Latitude: :_35.0 f52r N Longitude: 7(po?iV o -, W of project
8. Contact person who can answer questions about the project:
Name: ED MITUI♦;LE,
IL PERMIT INFORMATION:
1. Specify whether project is (check one):
Telephone Number: ( 25Z) (e9)4-�3_75
New
Form SWU-101 Version 3.99 Page I of
Renewal Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density ✓ High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major —Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
S71DLtAWATEV- pf_I.t t<p� TgRt.tt VD T-Jvvilor1 @y4LNS s'REr+DeR
¢y W DEVIC£5 yQl$TeQ tZnl �JAS $�7- \)ND106- TiiE 2,ASIr-S ATJD &PASSIrD FILT1=1K
SIVItK mut. H> VS D IiLPREAT SfbZMWfrT !b!f_Pt ARSaF IS�D YJ�>114u1I�.
2. Stormwater runoff front this project drains to the
NtySE=
River basin.
3. Total Project Area: 3. Og acres
4.
Project Built Upon Area:_4R% %
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
EVSu- wev-
NEVSE ?-AVE?-
Receiving Stream Class
SW
SA NSW
Drainage Area
SF
5 SF
Existing Impervious" Area
—
Proposed Impervious' Area
24 (DO(o $F
3`3- 5U (o ST
%Impervious Area (total)
401'o
4V1.
Impervious' Surface Area
Drainage Area l
drainage Area 2
On -site Buildings
On -site Streets
5, iA p
I 190
On -site Parkingoto
g
On -site Sidewalks
410
2
Other on -site
Off -site
Total:
Total: O
Gnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Fonn SWU-101 Version 3.99 Page 2 of 4
P.

7. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
L The following covenants are intended to ensure ongoing compliance with state storrwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the
Stale.
2. No more than SQa.— square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted storm water control
system. These connections to the stornrwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stornrwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
.Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item. -
Initials
• Original and one copy of the Stornnvater Management Permit Application Form GM5
• One copy of the applicable Supplement Form(s) for each BMP �j✓(
• Permit application processing fee of (payable to NCDENR) #4-000-{�tpp-�S Grt 1w
• Detailed narrative description of stormwater treatment/management REv16W G/42t
• Two copies of plans and specifications, including: G�
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property%project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations. finished Boor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):_ M K(j�11 .f CR- D -P-A
Mailing Address: 2W ).ANY-- (ft I,�
City: Gfl>zY State: NG Zip: 2-T5(1
Phone: Fax: 9031
VIII. APPLICANT'S CERTIFICATION
(print or type name of person listed in General Information, item 2) D M1T-(A-IEL
certify that the information included on this permit application form is, to the best of my knowledge, correct and
tha rcject will be constructed in conformance with the approved plans, that the required deed restrictions
nd prot&LQe covepant orded, and that the proposed project complies with the requirements of 15A
NCAC 2f-1 .l 0
Signature: Date:_
Form SWU-101 Version 3.99 Page 4 of

IT,
In'accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed restrictions
and protective covenants are required for High Density Residential Subdivisions where lots will be subdivided
and sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the design
criteria used to size the stormwater control facility.
1, �f— rG� , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number SW7v%�'tll,for project at A,~ NKc-t „cb„ViLiv�]7S .as issued by the
Division of Water Quality under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the Stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of
the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below: &. _ Exk4iE A) .
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters; which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
8. The approved Operation and Maintenance Plan(s) must be followed in its entirety and maintenance must
occur at the scheduled intervals, including reporting where applicable.
9. All roof drains must terminate at least 30 foot from the mean high water mark.
10. Projects covered by this permit will maintain a minimum 30-foot wide vegetative buffer between all
��1((�oous built-u n ar�ac a�urface waters.
11. uilt-upon�Lr n sxcess f ttfe permitted amount will require a permit modification.
Signature: �— Date: y / J
I, 1--� b. i�We� I , a Notary Public in the
State of NL County of C✓LWe_✓1
do hereby certify that CLt M iCJ-)e 1 1 personally appeared
before me this the 5 ' day of Sc �4em be✓ 20 d 7 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official se\,4��1a•u ..... („
�//_11 • � � p/1 4' SEAL,:'"_'
Signature
My Commission expires ;�I

LOT
IMBI
41
42
RIVER DUNES
ESTIMATED IMPERVIOUS SURFACES
EXHIBIT A
HARBOR VILLAGE II -A
TOTAL
ALLOWED PERCENT
LOT AREA LOT AREA IMPERVIOUS IMPERVIOUS RECEIVING
SQ. FT. ACRES SQ. FT. % STREAM NAME
10104 0.23 4000 40% NEUSE RIVER Area #2
8432 0.19 4000 47%
HARBOR VILLAGE III
2
1 8400
0.19
4000 1
48%
3
8400
0.19
4000
48%
4
7000
0.16
3400
49%
5
6188
0.14
3400
55%
29
5962
0.14
3400
57%
30
6188
0.14
3400
55%
31
7000
0.16
3400
49%
32
9600
0.22
1 4000
1 42%
33
10000
0.23
1 3600
36%
94,969 44,600 47%
See Sheet C4 for overall plan and lot layout in the Village Center.
Drainage Area #1 17,800 SF
Drainage Area #2 26,800 SF
#2
-ea #1
1of1

w
Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of anv sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
R,ECEI V EIS
OCT 17 2007
nwq
PROJ #

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable).
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality local Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name:James E Mitchell
Title:President
Address:416 Pollock St New Bern NC 28560
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1
I, a Notary Public for the State of
County of ( `AAAI (,O , do hereby certify that
C�zlc
personally appeared before me this
day of _ ?n�2, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires o

Permit No.
(to be provided by DIVA)
State of North Carolina
Department of Environment and Natural Resources ^�
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FO 11 vw
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
uwy �!,rormwater management Tian i<eview:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
L PROJECT INFORMATION
Project Name: RIVC>zDUNES MAekNk i REStDENnA-t_ f>EVGt,OEMEoJ�
Contact Person: Mtz. ED M IT" ELL Phone Number: (252-) (o3 `i - 339-3
This workshect applies to: Basin No. I- -Iin Drainage Area A —
(as idesriifed nn plans) (from Fo m SIVU-10/)
11. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SFIWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
SF- 5 Nt
I.16 m/h or cf/hr/sf (circle appropriate units)
t.I5 fmSI (Seasonal high Water Table elevation)
3.0 inch
c.f.
. l days
it. x
(a.405 c.f.
3.30
fins)
5.30
finsl
'S.�:t5
fmsl
(1.5 inch eventfor SA waters, I inch event for others)
ft. = Z� sq. ft. (botlrnn dinnensions)
Form SWU-103 Rev3.99 Page I of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stornwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
C a.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
<f:: (g b.
System is located at least 100 feet from water supply wells.
C/'2 (f c.
Bottom of system is at least 2 feet above the seasonal high water table.
e/i9 d.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
` .
System is not sited on or in fill material or DWQ approval has been obtained.
CA/3 f.
System is located in a recorded drainage casement for the purposes of operation and
maintenance and has recorded access casements to the nearest public right-of-way.
CM 3 g. Drainage area for the device is less than 5 acres.
<::M t3 h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
C/78 i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
CM0 j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
G B I. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
C/'2S m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
C%j 13 n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
qRunoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I. After every runoff producing rainfall event and.at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 3 006'/N feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. if the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 21-1 .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: GD 17 /-rCHO« , /Re7Y1PetrF /V/ P,*2 f�P� OL—� �ROr e�ToiV
Address: / /Po Z4 oCK td AJC 28s60
Pho e: CO 3 Date: 9�7 w
'
Signature:
Note: The legallt e party should not be a homeowners association unless more than 50%of the lots have been sold and a
!� resident of the subdivision has been named the president.
I, hCo b in LLWe-1 I , a Notary Public for the State of �� , County of
C{(0e � vn , do hereby certify that r r blfn +Cke 11 personally appeared before me this i74'
day of S?0tl
„y�btr 00'7 , and acknowledge the due execution of tilemm forgoing infiltration basin maintenance requireents.
'',rt�bb
W`iy�ktfCEp�y�ficial seal,
TA
,qL : G My commission expires "1
—
��'.
Formt4khi,61 „{tV 3.99 Page 3 of 3

Permit No.
(to be provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORNIECEIVED
I. !,
INFILTRATION BASIN SUPPLEMENT OCT 17 2007
This form may be photocopied for use as an original
DWO Storntwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name: FtV> V— DVNFS MARINA +¢ESIDCN-nfet, ICVa tnPMENT PARL5niz V1LLAaL
Contact Person: MR. ED M 1TGN E Lt_ Phone Number: (2.5z) u4 -?3� 3
This worksheet_apphes to: Basin No. 1-2 in Drainage Area 2.
(nc ideiuiifed on plans) (from Forn, SIVU-101)
IL DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary ,
Soil Type SP-SM
Infiltration Rate 13 in/hr or cf/hr/sf (circle appropriale units)
SI-I WT Elevation l i fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 3. O inch
Design Volume c.f.
Drawdown Time I • I days
Basin Dimensions
Basin Size ft. x
Basin Volume Provided I0 t735 c.f.
Basin Elevations
Bottom Elevation
3.30 fmsl
Storage Elevation
5.3C) fmsl
Top Elevation
15.9- fins)
(1.5 inch event for SA waters, l inch even( for others)
ft. = 135 sq. ft. (bottom dimensions)
FomiSWU-103 Rev3.99 Page I of 3

Ill. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
GrU3 a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
G/i?B b. System is located at least 100 feet from water supply wells.
c/"i t3 c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
C/t7B g.
Drainage area for the device is less than 5 acres.
4 /i _R h.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
C179 j.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
e /nO I.
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
Gi "!!(� m.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
Ci*98 n.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o.
Flow distribution mechanism within the basin is provided.
p.
A benchmark is provided to detennine the sediment accumulation in the pretreatment device.
q.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r.
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev
3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 3. 86 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perfonn its design function, other stormwater
control devices as allowed by NCAC 21-I .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Note' The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, 'Qobin �'—>. C'TOss1e—, � , a Notary Public for the State of N , County of
CrO t Pl do hereby certify that FCi lGil2 personally appeared before me this
day of _SLp };Q tom, c�OO'l , and acknowledge the due execut/i�on of the forgoing infiltration basin maintenance requirements.
Witnes�hU F�rt}ii,l seal, - �it/
<kz, TA
q
S My commission expires �a11s1 1
Form Sw*4k ,JgA u �Wn9 Page 3 of 3

Infiltration Basin Supplement Forms — Explanations of Unmet Design Requirements
Infiltration Basins — Drainage Area No. 1 & No. 2
e. System is located in loamy sand fill material. Fill material from the excavated
marina basin has been laid across the site to build it up for finished grades.
q. System captures and infiltrates the runoff from the first 3.0 inches of rainfall.
Therefore, no bypass structure has been included. A level spreader overflow
structure has been provided at or above the 3.0 inch storm storage elevation which
allows for rainfall in excess of the design storm to sheet flow to the wetlands.

e��
NCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator:
• Winston Salem Region -Sonja Basinger 336-771-4633 or Sonia.basinger(a).ncmail.net
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or Patrick. grogan(a)ncmail.net�_��0���
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(o)ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(vincmail.net
• Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weaver(@,ncmail.net SEP 18 2007
APPLICANT Name Mr. Ed Mitchell ttnn,,(� ��pp �A/�R®
Company River Dunes Corporation D Q'VUw'16��
Address 416-A Pollock Street City/State New Bem, NC Zip 28560
Phone [phone] Fax [phone] Email ed.mitchell(a)dverdunes.com
PROJECT SYSTEM(S) TRIBUTARY TO NEUSE RIVER SURFACE WATER CLASSIFICATION NEUSE RIVER
PROJECT Name River Dunes Manna and Residential Development — Harbor Village III County Pamlico
PROJECT LOCATION (ADDRESS) SR 1317 (Orchard Creek Road) Oriental NC 28571
ENGINEER/CONSULTANT
Company McKim & Creed. P.A.
Address 200 MacKenan Court City/State Cary, NC Zip 27511
Phone [phone] Fax [phone] Email cblazier(a)mckimcreed.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
STREAM ORIGIN
of Stream calls; Stream
® STORMWATER ❑Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ® High Density-Infiltradon ❑ Off Site
WETLANDS MUST BE ADDRESSED BELOW
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
WETLANDS (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No / Isolated wetland on Property ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No I Buffer Impacts: ❑ No ❑ YES: acre(s)
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No ' / Permit Received from US ACOE ❑ Yes ❑ No
401 Application required: ❑Yes ❑ No If YES, ❑ Regular ❑ Express
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
Fee Split for multiple permits: (Check #
Total Fee Amount
SUBMITTAL
DATES
Fee
SUBMITTAL
DATES
Fee
CAMA
LQS
SW ❑ HD; ❑ LD
401: