SW8000517_CURRENT PERMIT_20090720

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �{(�LC/✓,
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
gO72_c)
YYYYMMDD

�
vA
A742
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins Dee Freeman
Governor Director Secretary
July 20, 2009
Mr Sterling Osborne, President
Marsh Oaks at Brynn Marr C S A
PO Box 12542
Jacksonville, NC 28541
Subject Permit No SW8 000517
Marsh Oaks, Section I at Brynn Marr
High Density Stormwater Project
Onslow County
Dear Mr Osbourne
The Wilmington Regional Office received a complete Stormwater Management Permit Transfer
of Ownership Application for Marsh Oaks at Brynn Marr Sec 1 on January 14, 2009 Therefore,
permit SW8 000517 has been renewed on July 20, 2009, and shall be effective until August 10,
2010
This site was inspected on June 29, 2009 All deficiencies noted in the inspection report have
been addressed and the site is currently in compliance with the terms and conditions of this
state stormwater permit The plans previously approved on August 10, 2000 in accordance with
the regulations set fourth in Title 15A NCAC 2H 1000 effective September 1, 1995 remain in full
force and effect
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
David Cox, or me at [phone]
Sinc rely,
s�
Georgette A�cott
Stormwater Supervisor
Division of Water Quality
Enclosures Inspection Report
GDSldwc S 1WQSISTORMWATIPERMIT1000517 jul09
cc Michael Tuton
Tim Stewart, P E
Onslow County Inspections
David Cox
Wilmington Regional Office
Central Files
WBmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone [phone] FAX [phone] Customer Service 1 877.623 6748
Internet www ncwaterquality org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

State Stormwater Management Systems
Permit No SW8 000517
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
Sterling Osborne & Marsh Oaks at Brynn Marr, C S A
Marsh Oaks, Section 1 at Brynn Marr
Onslow County
FOR THE
operation and maintenance of 2 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 August 10, 2010 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 Pond 1 of the stormwater control has
been designed to handle the runoff from 59,194 ftZ of impervious area Pond 2 has been designed
to handle the runoff from 34,511 ftZ 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
PA

State Stormwater Management Systems
Permit No SW8 000517
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
1
Protect Name
Marsh Oaks, Section I at Brynn Marr
Permit Number
SW8 000517
Location
Onslow County
Applicant
Mr Sterling Osborne, President
Mailing Address
Marsh Oaks at Brynn Marr, C S A
PO Box 12542
Jacksonville, NC 28541
Application Date
July 14, 2000
Name of Receiving Stream/Index # Northeast Creek 1 (WHO 19-16-0 5)
Classification of Water Body
"SC NSW"
Pond Number
Pond Depth, feet
TSS removal rate
Permanent Pool Elevation, FMSL
Drainage Area, acres
Total Impervious Surfaces, ft2
Offsite Area entering Pond, ft2
Required Surface Area, ft2
Provided Surface Area, ft2
Required Storage Volume, ft3
Provided Storage Volume, ft3
Temporary Storage Elevation, FMSL
Controlling Orifice
1
2
4
4
90%
90%
6
6
291
227
59,194
34,511
None, per Engineer
5,116
3,058
6,509
4,425
10,563
8,255
11,205
10,932
75
8
1 5" cp pipe
1 " cp pipe
3

State Stormwater Management Systems
Permit No SW8 000517
II 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
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 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
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 and 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 DWQ The records will indicate the date, activity, name of person performing the
work and what actions were taken
5 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
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
4

State Stormwater Management Systems
Permit No SW8 C'Q0517.
9 The following items will require a modification to the permit
a Any revision to the approved plans, regardless of size
b Protect name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area
e Further subdivision, acquisition, or sale of the protect area The protect 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 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 Prior to the sale of any portion of the property, 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 of any portion of the property
13 The permittee is responsible for verifying that the proposed built -upon area does not exceed the
allowable built -upon area
14 The runoff from all built -upon area on the protect must be directed into the permitted stormwater
control system
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
16 The permittee shall notify the Division of any mailing address changes within 30 days
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 maybe appropriate The approval of this request will
be considered on its merits and may or may not be approved
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
5

State Stormwater Management Systems
Permit No SW8 000517
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 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
Permit issued this the 20th day of July, 2009
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H Efullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000517
0

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B Hunt, Jr., Governor
Bill Holman, Secretan
Division of Water Quality
August 10, 2000
Mr Michael G Tuton, President
Hunter Development Corporation
PO Box 1066
Jacksonville, NC 28541
Ak1L.XYVA
114 0
;J00rA4
AM k is
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject Permit No SW8 000517
Marsh Oaks, Section I at Brynn Marr
High Density Stormwater Project
Onslow County
Dear Mr Tuton
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Marsh Oaks,
Section I at Brynn Marr on July 14, 2000 Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are
forwarding Permit No SW8 000517 dated August 10, 2000, for the construction of Marsh Oaks, Section I at Brynn
Marr
This permit shall be effective from the date of issuance until August 10, 2010, 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 (3 0) 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 Linda Lewis, or
me at [phone]
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl S 1WQSISTORMWATIPERMIT1000517 AUG
cc Tim Stewart, P E
Mitchell Parker Onslow County Inspections
Linda Lewis
Wilmington Regional Office
zn
Central Files
127 Cardinal Dr Ext , Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmatne Action Emplover 50% recvcled/10%, host -consumer paper

State Stormwater Management Systems
Permit No SW8 000517
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 ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Hunter Development Corporation
Marsh Oaks, Section I at Brynn Marr
Onslow County
FOR THE
construction, operation and maintenance of 2 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 August 10, 2010 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 Pond 1 of the stormwater control has been designed to handle the
runoff from 59,194 ft2 of impervious area Pond 2 has been designed to handle the runoff from 34,511 ft2
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
2

State Stormwater Management Systems
Permit No S W 8 000517
Project Name
Permit Number
Location
Applicant
Mailing Address
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Marsh Oaks, Section I at Brynn Marr
SW8 000517
Onslow County
Mr Michael G Tuton, President
Hunter Development Corporation
PO Box 1066
Jacksonville, NC 28541
Application Date July 14, 2000
Name of Receiving Stream/Index # Northeast Creek / (WHO 19-16-0 5)
Classification of Water Body "SC NSW"
Pond Number
Pond Depth, feet
TSS removal rate
Permanent Pool Elevation, FMSL
Drainage Area, acres
Total Impervious Surfaces, ft2
Offsite Area entering Pond, ft2
Required Surface Area, ft2
Provided Surface Area, ft2
Required Storage Volume, ft3
Provided Storage Volume, ft3
Temporary Storage Elevation, FMSL
Controlling Orifice
1
2
4
4
90%
90%
6
6
291
227
59,194
34,511
None, per Engineer
5,116
3,058
6,509
4,425
10,563
8,255
11,205
10,932
75
8
1 5"� pipe
1 "� pipe
3

State Stormwater Management Systems
Permit No SW$ 000517
II. 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
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 and 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 DWQ 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
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
4 The following items will require a modification to the permit
a Any revision to the approved plans, regardless of size
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon 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 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
4

State Stormwater Management Systems
Permit No SWS 000517
12 Prior to the sale of any portion of the property, 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
of any portion of the property
13 The permittee is responsible for venfying that the proposed built -upon area does not exceed the allowable
built -upon area
14 The runoff from all built -upon area on the project must be directed into the permitted stormwater control
system
15 The Director may notify the pennittee when the permitted site does not meet one or more of the mirumum
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
16 The permittee shall notify the Division of any mailing address changes within 30 days
III GENERAL CONDITIONS
I 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
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 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
Permit issued this the 1 Oth day of August, 2000
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW$ 000517
5

State Stormwater Management Systems
Permit No SW8 000517
Marsh Oaks, Section I at Brynn Marr
Stormwater Permit No SW8 000517
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,
for
(Project)
(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
31

State Stormwater Management Systems
Permit No SW8 000517
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 The outlet/bypass structure elevations are per the approved plan
5 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
S 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
r
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 -
Mitchell Parker, Onslow County Building Inspector
7

ry�1n
r w OF WArF9 FAN4 2009 Michael I Eisley Governor
William G Ross Jr Secretary
NorthCa.hha Department o_ f Environment and Natural Resources
aColeen H Sullins Director
Division of Water Quality
WATER QUALITY SECTION
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION-
1 Stormwater Management Permit Number SW8 000517 - Marsh oaks, sect. i
2 Permit Holder's Name Hunter Development Corporation
3 Signing official's Name Michael G. Tuton Title vice President
(person legally responsible for permit)
4 Mailing Address P. o. Box 1066
City Jacksonville State NC Zip 28540
Phone ( 911 577-1441 Fax { ) N/A
II. NEW OWNER / PROJECT 1 ADDRESS INFORMATION
1 This request is for (please check all that apply)
2
3
4
5
x a
b
c
d
Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
Name change of project (Please complete Item #5 below)
Mailing address change (Please complete Item #4 below)
Other (please explain)
New owner's name to be put on permit Marsh oaks at Brynn [Harr C.S.A.
New owner's signing official's name and title sterling osborne
Title President
New Mailing Address P.O. Box 12542
City Jacksonville State NC Zip 28546
Phone { 91 d 376-071 3 Fax ( ) N/A _
New Project Name to be placed on permit N/A
Ownetshtp/Name Change 080B08
Page 1 of 3
BY:
JAN 14 2009

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL
REQUIRED ITEMS
1 This completed form
2 Legal documentation of the transfer of ownership
3 A copy of the recorded deed restrictions, if required by the permit
4 The designer's certification, if required by the permit
5 A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership
6 Maintenance records
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND T14MEW APPLICANT IN THE CASE OF A CTMME OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION
Current Permittee's Certification:
I, Michap±l�G_ Tilton , attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete 1
Signature In.. KtntrC C,- "y "'Y 1 Date k?
New Applicant's Certification: (Must be completed for all transfers of ownership)
I, _ St_Erl i ng 0c;hnrnw , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomolete
Signature
Mail the entire package to NCDENR Division of Water Quality
Surface Water Protection Section — Stormwater
at the Appropriate Contact Address (see the following page)
Ownership/Name Change-080808 Page 2 of 3

77- 'rOFFiC>~ USE ONLY
Date Received
Pee Paid
Permit Number
401 &01 Q
Y1.19 wo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied far 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 __1__I9Ye-51de4
3 Mailing Address for person listed in item 2 above
P 0. Box 1066
City Jacksonville State NC Zip 28541
Telephone Number ( 910 ) 5 7 7. 1441
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 I at Brynn Marr
5 Location of Project (street address)
End of Corbin Street on the right.
City Jacksonville County Ohslow
i
6 Directions to project (from nearest major intersection)
Turn onto Corbin Street from Hwy. 24 (LeJeune Blvd.) go to end of
Corbin Street, new project is on right just past Cottage Cove�Subdivision.
7 Latitude N 3 4° 4 5' 0 6'
Longitude
W77°21125"
of project
8 Contact person who can answer questions about the project
Name Michael G. T u t o n Telephone Number ( 910 5 7 7 -14 41
II PERMIT INFORMATION:
1 Specify whether project is (check one) X New Renewal Modification
Form SWU-101 Version 3 99 Pape ] of

2 If ttus application is being submitted as the result of a renewal or modification to an existing permit, list the
existing perrrut 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 Xsediimentation/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
Two Stormwater ponds.
2 Stormwater runoff from this project drains to the White 0 a k
3 Total Project Area 7 _9 4 acres 4 Project Built Upon Area
5 How many drainage areas does the project have? ? __ __
River baser►
27.6
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
Pnnd Itl
Pnn d A'>
12 0 14n
Receiving Stream Name
Northeast Creek
Northeast Creek
Receiving Stream Class
SC NSW
Drainage Area
2.910 Acre
2.274 Acre
Existing im ervious" Area
0
0
Proposed Im ervious"Area
1.359 Acre
0.8336 Acre
% Impervious" Area (total)
46 . 7 %
36 , 7 %
rviousSifrfaoe>Are��4,
, , Drainage Azea1
.w Xa c 1
�"�` Drxiige'Area 2_ k • ft
On -site Buildings
18,873
13,878 S f
On -site Streets & p a r k i n g
On -site Sidewalks & p a t i o s
8,750 SF
6 0 2 4 S F
Other on -site
0
Off -site
0
Total 59194SF=1.359 Ac.
Total 36 311SF=0.8336 Ac
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SWU-l0l Version 3 99 Page 2 of 4

.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 XSedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
c
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
Two Stormwater Ponds.
2 Stormwater runoff from dus project drams to the
White Oak
3 Total Project Area 7 _ 94 acres 4 Project Built Upon Area
5 How many drainage areas does the project have? 2
River basin
27.6 %
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
Pnnr1 #1
Pnnd #]
' 3s n � • may[ Y
Y. ^aQ?' d1i .�E h
"DRk YrcYtYt t `:v2. �.
Receiving Stream Name
Northeast Creek
Northeast Creek
Receiving Stream Class
Sc N S
Drainage Area
2.910 Acre
2.274 Acre
Existing Impervious* Area
0
0
Proposed lm ervious" Area
1.359 Acre
0.8336 Acre
% Impervious* Area (total)
46 . 7 %
3 6 .7 %
*'Sty ace'Oj '�F1 �
h!`�-i
Uiaiii i i= 1 44
� FifiY`a.M ^F� o-"
�1 lrat A a
} >6\•D`Y '� A+?i h
On -site Buildings
18,873
13,878 S f
On -site Streets & p a r k i n g
On -site Sidewalks &patios
8, 750 SF
6 024 SF
Other on -site
0
Off -site
0
Total 59 194SF=1.359 Ac.
Total 36 311SF=0.8336 Ac
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SW U-101 Version 3 99 Pa,-e 2 of 4

7 How was the off -site impervious area listed above derived? N I A
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
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Qualaty These covenants may
not be changed or deleted without the consent of the State
No more than N / A square feet of any lot shah be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, state 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 stormwater control
system These connections to the stormwater 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 clam -mg 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 stormwater management peruut 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 4

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 Stormwater Management Perrrut Application Form Ims -roA S
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) TM S 'N 1
• Detailed narrative description of stormwater treatment/management TMS:: S
• Two copies of plans and specifications, including TM
- 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 floor 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)
VII. 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) Ra r ice r & Associates _, Inc.
Mailing Address P.0 . Box 976
City Jacksonville State
Phone ( 9 J 0 � 55 - 2 4.14
VIII. APPLICANT'S CERTIFICATION
NC
Zip 28541
Fax ( 910 ) 455- 3441
I, (print or type name of person listed in General Information, item 2) Michael G . T u t o 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 conformance 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 1000 l A _I---
Signature
Date Ct`_-)S'��
Form SWL-101 Version 3 90 Pane 4 of 4

V1. 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 irutialing in the space
provided next to each item
Irutials
• Original and one copy of the Stormwater Management Permit Application Form I M si
• One copy of the applicable Supplement Form(s) for each BMP y
• Permit application processing fee of $420 (payable to NCDENR) IMS TfiS
• Detailed narrative description of stormwater treatment/management TM S -rm
• Two copies of plans and specifications, including — TM ___ Timi
- Development/Protect name
Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/protect boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, flushed floor 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)
VII 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) par n r & _ A sus nC i a t e n , T n cam. _
Mailing Address P.O. 8 o x 976
City Jacksonville
Phone (_ 9 1 j) ) 455-2414 - -
VIII. APPLICANT'S CERTIFICATION
State N 0 Zip 28541
Fax ( 9.10 ) 455- 3441
I, (print or type name of person listed in General Information, item 2) M 1 c h a e 1 G. T u t o n
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the protect will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed protect complies with the requirements of 13A
NCAC 2H 1000 n
Signature
Date q-'_-) 8 - cx-::)
Form SWLi-101 Version 3 99 Page 4 of 4

1
Footnotes
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to deterrmne the correct value for non-
standard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II. 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 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 If a requirement has not been met, attach justification.
Applicants Initials
T M S 01
a
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
TMS TM
b
The forebay volume is approximately equal to 20% of the basin volume
TMS TMS
c
The temporary pool controls runoff from the design storm event
TMS I*S
d
The temporary pool draws down in 2 to 5 days
N/A TMS fM S
e
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
TMS _TMS
f
The basin length to width ratio is greater than 3 1
TMS �M�
g
The basin side slopes above the permanent pool are no steeper than 3 1
_TMS
h
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
TMS
i
Vegetative cover above the permanent pool elevation is specified
MS
J
A trash rack or similar device is provided for both the overflow and onfice
*TMS'�('5
k
A recorded drainage easement is provided for each basin including access to nearest right-
of-way
TMS aw
1
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
*TMS TMS
m
A mechanism is specified which will drain the basin for maintenance or an emergency
*k. Owner will provide at a later time *m- if basin needs to be drained
it will have to be pumped
out.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 1) does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does B does not incorporate pretreatment other than a forebay.
Form S W U-102 Re% 3 99 Pane 2 of 4

Permit No dLA!g-000,5 / %__
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied far use as an original
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I. PROJECT INFORMATION
Project Name
Contact Person M i c h a e I C. - T U t nn Phone Number ( 910 )577 1441
For projects with multiple basins, specify which basin this worksheet applies to 1
elevations
Basin Bottom Elevation 2.0 ft
Permanent Pool Elevation 6.0 ft
Temporary Pool Elevation 7.5 ft
areas
Permanent Pool Surface Area 6' 5 0 9 sq ft
Drainage Area 2. 91 ac
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA1
Diameter of Onfice
Design Rainfall
Design TSS Removal 2
ac
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the onf ce elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
13,512 cu ft (combined volume of main basin and forebay)
11, 20 5 .. cu ft (volume detained above the permanent pool)
!2 , 62 2 cu ft (approximately 20% of total volume)
4.3%
1.5 to
1.0 in
90 %
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
1 orm SWU-103 Rev 3 99 Page 1 of 4

Footnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to deterrrune the correct value for non-
standard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
IT. 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 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 If a requirement has not been met, attach justification.
Applicants Initials
TMS
40
TMS
TMS
TMS
TMS fA0
MIA TMS fO
TMS _W
TMS 'W
.-TMS TM$
TMS
M S Tr►S
*TMS
a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
d The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
TMS 1�j 1 If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
* T M 5 f#H m A mechanism is specified which will drain the basin for maintenance or an emergency
*k. Owner will provide at a later time *m: if basin needs to be drainer
it will have to be pumped
Out.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does b does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 19 does not incorporate pretreatment other than a forebay
Form SWU-102 Rev 3 99 Pdge 2 of 4

Maintenance activities shall be performed as follows
I After every significant runoff producing rainfall event and at Ieast monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to
maintain proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i a stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 33 0 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 3, U feet in the forebay, the sediment shall, be !!removed
BASIN DIAGRAM r
(fill in the blanks) ,.
- R
Permanent Pool EIevation 6 . - f , ; `. • . • s7 ,
ff V�L25
Sediment Re oval Et 3 0 75------------ Sediment Removal Elevation 3 0 Bottom Ele anon 2 0 - -- %---------- ---------------------------------- --
Bottom Elevation Z • 0
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 I€ the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical
Form SW U- l02 Rev 3 99
Page 3 of 4

7 All components of the wet detention basin systern shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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 Michael G. Tuton
Title President
Address P.O. Box 1066, Jacksonville, NC 28541
Phone f910) 577 1441 i
Signature
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, , a Notary Public for the State offy _,,
County of _ h _� , do hereby certify that G� !__ "
personally appeared before me this .2 V day of , Z Dy , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires Q.ru ? 'm / _
i SWU-102 Rev 3 99
Page 4 of 4

9 * All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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
Printname Michael G. Tuton
Title President
Address P.O. Box 1066, Jacksonville, MC 28541
Phone (9 10 ) 577 1,44 1 . --1 _
Signature
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, , a Notary Public fortheState of ,
County of �Zh�,� _ , do hereby certify that
personally appeared before me this c2 V day of DOv , and acknowledge the due
JF
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
KIP "%
C7 •' kOTAF?Y '•�7�
U B L► spy :U
! •''•••.....••''y,
C0
1fe1J`01
SEAL
My commission expires QAu 4da/ v`lg OLO61 11
If
t
SWU-102 Rev 3 99 Page 4 of 4

Permit No JW U04 s�2 2 _
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management_ Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details
I. PROJECT INFORMATION
Project Name Marsh Oaks, Section 1 at Brynn _Ma_rr
n
Contact Person Michael G . T u t o n Phone Number ( 910) 5 7 7 —14 41.
For projects with multiple basins, specify which basin this worksheet applies to 2
elevations
Basin Bottom Elevation 2.0 ft
Permanent Pool Elevation 6.0 ft
Temporary Pool Elevation 8.0 ft
(floor of the basin)
(elevation of the onfice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 4.425 sq ft (water surface area at the onfice elevation)
Drainage Area 2,274 ac (on -site and off -site drainage to the basin)
Impervious Area 0.834 ac (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 7,710 _ cu ft (combined volume of main basin and forebay)
Temporary Pool Volume 10,932 cu ft (volume detained above the permanent pool)
Forebay Volume 1,542 cu ft (approximately 20% of total volume)
Other parameters
SA/DA I
Diameter of Onfice
Design Rainfall
Design TSS Removal 2
3. 5 % (surface area to drainage area ratio from DWQ table)
1.0 in (2 to 5 day temporary pool draw -down required)
1-0 in
90 % (minimum 85% required)
Form SWU-102 Rev 3 99 Page 1 of 4

Footnotes
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II. 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 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 If a requirement has not been met, attach justification.
Applicants Initials
TMS a
TM" fti' 4 b
TMS lid) c
TMS fMA (d
N/A TMS10C
TMS 1pp
*TMS- �(,S
TMS
TMS 'nil
TMS fp4
*TMS^ -fjAS
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
_ T M5 f O � 1 if the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin
*TMS �Nls in A mechanism is specified which will drain the basin for maintenance or an emergency
*k. Owner will provide at a later date *m. If basin needs to be
*g: A retaining wall is propsed above the drained, it will have to be
temporary pool elevation. pumped out.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 6 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4

Footnotes
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth Linear interpolation should be employed to determine the correct value for non-
standard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal
II. 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 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 irutial below If a requirement has not been met, attach justification.
Applicants Initials
m s TM a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
T M S fM � b The forebay volume is approximately equal to 20% of the basin volume
TMs TM S c The temporary pool controls runoff from the design storm event
Tres fsK d The temporary pool draws down in 2 to 5 days
N / A TMS"A If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
T M S f The basin length to width ratio is greater than 3 1
* T M S g The basin side slopes above the permanent pool are no steeper than 3 1
T M S h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
T M S i Vegetative cover above the permanent pool elevation is specified
T M S �A j A trash rack or similar device is provided for both the overflow and onfice
* T M S fm k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
TMs 1 If the basin is used for sediment and erosion control during constriction, clean out of the
basin is specified prior to use as a wet detention basin
* T M S �� S m A mechanism is specified which will drain the basin for maintenance or an emergency
*k• Owner will provide at a later date *m- If basin needs to be
*g. A retaining wall is propsed above the drained, at will have to be
temporary pool elevation pumped out.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 6 does not incorporate pretreatment other than a forebay
Form SWU-102 Rev 3 99 Pa-e 2 of 4

0
a
Maintenance activities shall be performed as follows
1 After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, nprap, etc ) quarterly to
maintain proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 7517v of the original design depth (see diagram below) Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(1 a stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads _ 3_ 3 - nn feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 3___;0__feet in the forebay, the sediment shall be removed
BASIN DIAGRAM �=
(fill in the blanks) r� T
Permanent Pool Elevation6 •0 3,'
Sedimen�t]ke oval El 3 _ n 75 r` ' �s,J
-------------- -- Sediment Removal Elevation 3 ' 0 ' 75%
Bottom Ele atzon �.4- %--------------------------------------------- ------
Bottom Elevation 2 • 0 25%
FORIEBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rev 3 99
Page 3 of 4

7 All components of the wet detention basin system Shall be maintained in good working order
1 acknowledge and agree by my signature below that l am responsible for the performance of the seven
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
Pnntname _ _Michael G. Tutor
Title President
Address P 0. Box 1066, Jacksonville, NC 28541
Phone 910 5 7 7 - 1441
Signature
(e
Date
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 subdhvision has been named the president
l*
a Notary Public for the State of Kas C[ty_m
County of ,df1 S n is) , do hereby certify that _-M ► c � &.,L L T-UA r`�
personally appeared before me this o2 day of' YYi c;L. , 2D n o, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires AuDi,�oZQn� -� -
-i SWU-102 Rev 3 99 Page 4 of 4

7 All components of the wet detention basin system shall be maintained in good working order
1 acknowledge and agree by my signature below that I am responsible for the performance of the seven
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 _ Ai-chae1, a- -Tutoo
Title President
Address P 0 Box 1066, Jacksonville, NC 28541
Phone -L9101 5.7 7 - 1441 - - - - -
Signature
Date — - -1-- O'D
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, Kj�� - , a Notary Public for the State of -io 64k ensr6 [ i n 0,
County of -nn !4 I.a � , do hereby certify that M 1 Q_ In C3.-e A el. ILL n- t')
personally appeared before me this of day of f y) a-%, , at) n n , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires Aj�[3<<i�QA Q5.j 2ool
7
1 SWU-102 Rev 3 99 Page 4 of 4