SW8010803_CURRENT PERMIT_20020320

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW X(JIDd"D_-2)
DOC TYPECURRENT
PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�?z�D
YYYYMMDD i

�0,WArRQ
� r
Mr. Michael G. Tuton, President
Hunter Development Corporation
PO Box 1066
Jacksonville, NC 28541-1066
Dear Mr. Tuton:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
f : Division of Water Duality
Wilmington Regional Office
March 20, 2002
Subject: Permit No. SW8 010803
Marsh Oaks, Section II @Brynn Marr
High Density Stormwater Project
Onslow County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Marsh Oaks,
Section 11 @Brynn Marr on February 1, 2002. 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 PermitNo. SW8 010803 dated March 20, 2002, for the construction of Marsh Oaks, Section Il @Brynn
Marr.
This permit shall be effective from the date of issuance until March 20, 2012, 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. 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 writtenpetition, 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 Linda Lewis, or
me at [phone].
Sincerely,
cf t%�.�.�,t,�J�
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:IWQSISTORMWATIPERMIT1010803.MAR
cc: Gordon McAdams; P.E.
City of Jacksonville Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
—NM
ENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7746

State Stormwater Management Systen;,'
Permit No. SW8 010803
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
Hunter Development Corporation
Marsh Oaks, Section II @Brynn Marr
Onslow County
FOR THE
construction, operation and maintenance of four (4) wet detention ponds in compliance with the provisions of 15A
NCAC 2H .1000 {hereafter referred to as the "stormwater rules'D 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 March 20, 2012 and shall be subject to the following
specified conditions and limitations.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described' in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The four stormwater controls have been designed to handle the
runoff from 71,973 ft', 79,626 ft', 72,633 ft', and 60,548 ft', respectively, of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page .3 of this permit, and per
approved plans. The built -upon area for the future development is limited to nla.
5. 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.
6. The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system.
2

}r
State Stormwater Management Systemj� '
Permit No. SW8 010803
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
Hunter Development Corporation
Marsh Oaks, Section II @Bryan Marr
Onslow County
FOR THE
construction, operation and maintenance of four (4) wet detention ponds 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 March 20, 2012 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The four stormwater controls have been designed to handle the
runoff from 71,973 ftl, 79,626 ft2, 72,633 ft�, and 60,548 ft2, respectively, of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans. The built -upon area for the future development is limited to n/a.
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.
The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW8 010803
Project Name:
Permit Number:
Location:
Applicant.
Mailing Address:
Application Date:
Name of Receiving Stream/Index 4:
Classification of Water Body:
Pond Number:
Drainage Area, acres:
Offsite Area entering Pond, ft2:
Total Impervious Surfaces, ft2:
Pond Depth, feet:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft':
.Permanent Pool Elevation, FMSL:
Temporary Storage Elevation, FMSL:
Controlling Orifice (pipe):
1IVISION OF WATER QUALITY
P,OJECT DESIGN DATA SHEET
Marsh Oaks, Section II @Bryn Marr
SW8 010803
Onslow County
Mr. Michael G. Tuton, President
Hunter Development Corporation
PO Box 1066
Jacksonville, NC 28541-1066
February 1, 2002
White Oak / Northeast Creek / 19-16-(0.5)
"SC NSW"
1 2
3
4
4:18 4.04
3.64
4.4
None, per engineer
71,973 79,626
70,809
62,372
5 6
6
5.5
5,047 ; 4,250
3,773
3,934
6,696 4,356
4,500
5,207
15,173 14,665
13,213
15,972
16,414 15,399
14,501
16,449
6 5
6
•9
8.5 7.7
8.5
11.5
'1. 5" (P 1.5 "(P
1.5" 9
1.251 c
3

State Stormwater Management Systems
Permit No. SW8 010803
11. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's 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.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes and vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities. must be kept and made available upon request to authorized personnel
of D WQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
5. 1 - Decorative spray fountains will not be allowed in the stormwater treatment system.
6. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the.permitted facility has been installed in accordance with this�permit, the approved plans
and specifications, .and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification.may be required for those deviations.
8. 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.
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.
C. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control.Plan approval 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. Ifthe proposed BUA exceeds the amount permitted under this permit,
a modification -to the permit must be submitted and approved prior to construction.
4

State Stormwater Management Systems'
Permit No. SW8 010803
11. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's 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.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes and vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
ofDWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for those deviations.
8. 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.
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, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval 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. If the proposed BUA exceeds the amount permitted under this permit,
a modification to the permit must be submitted and approved prior to construction.
4

State Stormwater Management Systems
Permit No. SW8 010803
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 permittee shall notify'the Division of any name, ownership or mailing address changes within 30 days.
13. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ and provide the
name, mailing address and phone number of the purchaser or leasee. An access/maintenance easement to
the stormwater facilities shall be granted in favor of the permittee if access to the stormwater facilities will
be restricted by the sale or lease of any portion of the property.
14. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
15. 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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, 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. Responsibility for compliance with all permit conditions remains with the Permittee
until such time as the Division approves the formal permit 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)
which have 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 modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, -revocation and reissuarice 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.
Permit issued this the 20th day of March, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L Ar-1
Gregory J. Thorpe, Ph.D., Acting Director
'7 Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No. SW8 010803
Marsh Oaks, Section II @Brynn Marr
Stormwater Permit No. SW8 010803
Onslow County
Designer's Certification
1, , 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
0XV-11
R

State Stormwater Management Systems
Permit No. SW8 010803
Marsh Oaks, Section II @Brynn Marr
Stormwater Permit No. SW8 010803
Onslow 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,
ect)
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
I

State Stormwater Management Systems
Permit No. SW8 010803
Certification Requirements:
I
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. The outlet/bypass structure elevations are per the approved plan.
S. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
_8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
_10. The permitted amounts of surface area and/or volume have been provided.
_11.. Required drawdown devices are correctly sized per the approved plans.
_12. All required design depths are provided.
_13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
_14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
City of Jacksonville Building Inspections
7

k'
State of North Carolina
Department of Environment and Natural Resources
Division of Water Equality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fonn 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):
Hunter Development Corporation
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Michael G. Tuton, President
3. Mailing Address for person listed in item 2 above:
P.O. Box 1066
City: Jacksonville State: NC Zip: 28541
Telephone Number: { 910 . } 57 7 —1 4 41
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Marsh_ Oaks, Section ii at Brynn Marr_
5. Location of Project (street address):
End of Pine Valley Rd. on left.
City. Jacksonville County: Onslow
6. Directions to project (from nearest major intersection):
Turn onto Pine Valley Rd. from Country Rd. Go to end of Rd.
Project is on right.
7. Latitude: N 3 4° 4 5' 3011 Longitude: W 7 7° 21 - 4 2" of project
8. Contact person who can answer questions about the project
Name: Michael G. Tuton Telephone Number. 910 577-1441
EL PER UT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Faun SWU-101 Version 3.99
Page 1 of 5

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 X High Density -Redevelop -General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Pern-iit NPDES Stormwater
Information on req
uired quired state permits can be obtained by con acting the Customer. Service Center at
1-877-623-6748.
M. PROJECT INTORMATION
1. In the space provided below.. summarizL- how stornyNater will be treated. Also attach a detailed narrative
(one to two pages} describing stamwater management for the project .
F6ur Stormwate-r--Ponds and -5:1 Vegetation Swale
I Stormwater runoff from this project drains to the White Oak - River basin.
I Total project Area.: 21 .65 acres 4. Project Built Upon Area: 27.9 %
5. How many drainage areas does the project bave?�_ 5
6. Complete the fallowing information for each drainage area- If there are more than two drainage areas in the
project, attach an additional shek with the information for each area provided in the same fomiat as below.
Pond #1 Ponct ffz
'&§ftiRifJ6 ffiatf ........
a iV. ... 2 .........
......... .................... .......
....
Receiving Stream Name Northeast Creek Northeast Creek
Receiving Stream Class SC NSW SC NSW
Drainage Area 4.18 ac.' 4.04 ac.
Existing Impervious' Area 0 0
Proposed lmperviousyArea 1_65 ac. 1.83 ac.
% Impervious` Area (total) 39.5%. 4 5 . 3 %
................. ...
6 Aiii 2
On -site Buildings
.16,733
S.F.
24,374
S.F.
On -site Streets
19#905
S.F. Huff Drive,
0
On -site Parking
23,823-S.F.
45,066
S.F.
On -site Sidewalks
11 512
S.F.
10,J86
S.F.
Other on -site
Off -site
ITotal:71,97
F_ Qr, 1.65 ac]
TOMI:72,626
S.F. or-t-81 and
Impervfous area is defined as the built upon area including, but not limited to, buildings. roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 5*

2. If this application Is being submitted as the result of a renewal or modification to an e2dsting permit, list the
existing permit number - and its issue date (if known)_
3. Specify the type of project (check one):
Low Density _XI-figh Density -Redevelop -General Permit -Other
4. Additional Project Requirements (check applicable blanks):
_LAMA Major X Sedimentation/Erosion Control 404/401 Pen -nit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer. Service Center at
l-877-623-674
M. PROJECT H41FORMATION
1. In the space provided below, summartm-how skwmwater will be treated. Also attach a detailed narrative
(one to two pages} describing stamnvater management far the project
Four ZtQrm-w-ater--Porids and 5:1 Vegetation Swale
2- Stormwater runoff from this project drains to the White Oak - River basin.
3. Total Project Area- 21 .65 acres 4. Project Built Upon Area: 27.9 %
5. How many drainage areas does the project have? 5
6. Complete the following information f6reach 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 -
Pond #1 Pond #2
...
}rainy ...
...........
............ ............
:Ar ..... 2 ..........
Receiving Steam Name
Northeast Creek
Northeast Creek
Receiving Stream Class
SC NSW
SC NSW
Drainage Area
4.18 ac.
4.04 ac.
Existing hupervious Area
0
Proposed ImpervioteArea
1.65 ac
1.83 ac.
% hmx-rviousW Area (total)
3 9 . 5 % -
45.3%
..........
... ...... .........
....... ... .. .
....... ..............
..........
.....
.
......
�Ay ...... .................. ::::::
....... 2
... ..... ...........
Oa -site Buildings
.16,733 S,F.
24,374
S.F.
On -site Streets
19 905 S.F. (Huff Drive
0.
On -site Parking
23,823 S.F.
451066
S.F.
On -site Sidewalks
11 151 2 S.F.
10,186
S.F.
Other on -site
Off -site
TotaL-71 973 S F. or 1 .65 ac
Tota:79,
1-83 ar.
Impervious arm is defined as the built upon area kx1udh1g; but not thnited to, buildings, roads, parking areas,
sidewalks, gravel areas. etc -
Form SWU-101 Version 3.99 Page 2 of 5-

MM #4
Are F.
......... ....... ....... 11 ........
Receiving Stream Name
Northeast Creek Djortbeaqt
;Receiving Stream Class SC NSW SC NSW
Drainage Area 3.64 Pic— 4.4 AC.
Edstixig Irapemous' Area 0- - 0
Pro osecl Imper crsArea 1-62 -Ac. 1.44 Ac.
% lmpeMous" Area (total) 44.5% 32.7%
........ .. ......
Area .............
. ............. Dr-,iffi'a-g' ...
....... . .. ............
............. .
On -site Buildirgs.
22 rC, SF
1 Ql p SF
On -site Streets
0
.14:694 SF
On -site Parking
37,715 SF
2-10940 SE
On -site Sidewalks
11.038 SF
27S SF—
Odier on -site
4,545 SF
Off -site
20.aog SP
Total: 62,372 SF
%JL-,
1.62 Ac.
un
1.44 Ac.
RECEzv�D
FEB c 12002
DWQ
PROJ #56oFolo F03

How was the off -site impervious area listed above derived?
IV. DEEI) RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, oritparceis 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.
I.- The following covenants are intended to erasure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the cons" of the State.
2. No more than N / A square feet of any lot shall be covered by structures or Impervious materials.
lmpeMous materialsinclude asphalt, gravel, concrete, brick, stone slate or similar material but do not include wood
decking or the waW surface of swunpwTpols.
3. Swales shall not be filled in, piped, or altered except as necessary to pvvide, driveway crossings.
4. Built -upon area in excess of the petrultted amount requires a state stormwater management permit modiScation prior to
constructiorL
5. All permitted rtrrmfffrom outparcefs or future development shaft be directedinto the per7nittedstormw2ter control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and pearrmauce ottlie system as perarst&d.
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 tutkwfth the land, that the required covenants cannot be changed or deleted
without concurmnce from the State, ancLd= they will be recorded prior to the sale of any lot
V. SUPPLEMENEFORMS
The applicable s=e stormwater management pemdt suppkm-ient form(s) listed below must be submitted for each
BMP specified for this project. Contact the Sharmwater and -General Permits Unit at (9I9) 73 3-5M for the status
and am lability of these romps.
Form SWU-IO2 :
Met Detention Basin Supplement
Form SWU-I03
infiltration Basin Supplement
Form SWU-104
Law Density Supplement
Form SWU-105 .
Curb Outlet System Supplemnt .
Form SWU-M
Off -Site System Supplement,
Form SWU-107
Undergmund Infiltration Trench Supplement
Form SWU-1%
Meuse River Basics Supplement
Forth SWU-109
Innovative Best Management Practice Supptenm�nt
Form SWU-101 rlersirm 3.99 Page 3 of

VF. s'LIBm TTAL REQuazuqE;vf'S I .'
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ.
A complete package includes all of the iteins listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. 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 Stormwater Management Perri -At Application Form GRM
• One copy. of the applicable Supplement Form(s) for each BMP GRM
• Permit appfication processing fee of L120 (payable to NCDENR) GRM
• Detailed narrative description of stormwater treatment/management GRM
• Two copies of plans and specifications, including. GRM
- Development/Project name
-.Emgi -,eer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high waterline
- Danensioned pmperty/projectboundary
- Ueadan map with mmad streets or NCSR ers
- Odgkml contours. proposed contours. spot elevations, fished floor elevations
- Deta is of roads, diainage-featurm collection systems and stormwater control measures
- Wetlands delineated; or a=rmte orr plans that mine exist
- Existing drainage Ondud off -site), drainage easentents, pipe sizes, runoff calculations
- Draftiage areas delineated
-Vegetated buffers (whemrequaifed)
VH. AGENTALTrHORIZATION
If your wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent(indiuidualorfirm)_. Parker& _Associates, Inc.
Mailing Address: P.O. Box 976
City: Jacksonville State: MC Zip; 28541
Phone: ( 910 k 455-2414 Fax: ( 910 ) 455-3441
VIU. APPLICANTS CERTIFICATION
1, (print or type name of person Listed in General information, item 2) Michael G . Tu to n
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in con&rmance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .10f10.
Date: l9
Form SWU-101 Version 3.99 - • Page 4 of 4'

How was the off -site impervious area listed above derived?
IV. BEET? RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for, all
subdivisions, otitparcels. 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.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than N / A square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, grauel concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimn*?,g Is.
3. Swales shall not be filled in, piped, or altered except as neces_swy to provide driveway crossings.
4. Built -upon area in wxms of the perndtted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted rurofffrom outparcefs or figure development shalf be directed into the permitted stormwater control
system. These connections to the sta mwarer control system shall lie performed in a manner that maintains the integrity
andperformance otthe system as per=itiedl
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 or} all parties and persons
claiming cinder them, that they wM nmwtth the Iand, that the required covenants cannot be changed or deleted
without corxxarence from the State, arutdm they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state starmwater management permit supplement fbrm(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at (9I9) 733-M for the status
and mailability of these forms.
Form SWU-IO2 -.
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-I%
Neuse River Baru Supplement
Form SWU-109
Irdrtovative Best Management Practice Supplement
Form SOU-10I Nersion 3.99
Page 3 of 5

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
sl A� 200
06 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
910) 455-2414 + Fax: [phone]
LETTER OF TRANSMITTAL
To: Ms. Linda Lewis
NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
WE ARE SENDING YOU:
DATE: March 6, 2003
REF:
Stormwater Permit No.1SW801080372—
Marsh Oaks, Section H at Brynn Marr
Onslow County, NC
One 1 original Designer's Certification for the above referenced
DELIVERY VIA:
® Regular Mail ❑ Hand ❑ Federal Express
❑ UPS Overnight' ❑ " UPS Ground -- ❑ - Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For Approval ® As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
Comments:
Gordon R. McAdams, P.E.
Copies To: Hunter Development (w/enclosures)
CF (P), LAM
GRMladh
(If enclosures are not as noted, kindly notify us at once)
eI.GKM.1ewis.k"6NMENTAL ENGINEERING + STORM WATER MANAGEMENT + WATER AND WASTEWATER SYSTEMS
DEVELOPMENT CONSULTING + FEASIBILITY REPORTS + COMPUTER AIDED DESIGN + CONSTRUCTION PLANS

Sty Stormwater Management Systems
Permit No. SW8 010803
Marsh Oaks, Section II @Brynn Marr
Stormwater Permit No. SW8 010803
Onslow County
Designer's Certification (PARTIAL)
I, Gordon R . McAdams , as a duly registered Engineer in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
Marsh Oaks Section II at Brynn Marr
roject)
for Hunter Development Corp._{projectOwner) hereby state that, tothe best ofmyabilities, 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
This certification applies to Ponds #1, #2 and #3.
Certification for Pond #4 will be issued -when completed.
A— / �f
Registration Number 14125
Date 3 / /0-7 _
• SE AL
? 14125
r
0. GIN

.. s — - � ..
....._ � ...:� i'... ... � . �i S:
�• 'i �

Sta, .,tormwater Management Systems
Permit No. SW8 010803
Certification Requirements:
A'- 1. The drainage area to the system contains approximately the permitted acreage.
6Ae— 2. The drainage area to the system contains no more than the permitted amount of built -upon area.
*
(a 3. All the built -upon area associated with the proj ect is graded such that the runoff drains to the system.
64— 4. The outlet/bypass structure elevations are per the approved plan.
641— 5. The outlet structure is located per the approved plans.
GA'~ 6. Trash rack is provided on the outlet/bypass structure.
64"^ 7. All slopes are grassed with permanent vegetation.
6411- 8. Vegetated slopes are no steeper than 3:1.
64ti 9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
CA— I I. Required drawdown devices are correctly sized per the approved plans.
64,*,-- 12. All required design depths are provided.
61)'%- 13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
City of Jacksonville Building Inspections
*Some built -upon area draining to Pond #3 has not been
constructed. This will be built during the next phase.
7