SW8080935_Current Permit_20081017

OF WA TF
p 9
4ti Michael F.Easley,Governor
cjj William G.Ross Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
Coleen H.Sullins Director
t'r Division of Water Quality
October 17, 2008
Dan Reitz, V.P.
Woodward Development Company
111 Sea Trace Lane
Newport, NC 28570
Subject: State Stormwater Management Permit No. SW8 080935
Woodward Park
Low Density Stormwater Project
Carteret County
Dear Mr. Reitz:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Woodward Park on September 30, 2008 with additional information submitted on October 17, 2008.
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
Number SW8 080935 dated October 17, 2008, for the construction, operation, and maintenance of the
subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may
be required.
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 please contact either M.J. Naugle or me at(910) 796-7215.
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mjn: S:1WQSISTORMWATER\PERMIT1080935 oct08
cc: David K. Newsom, P.E., Crystal Coast Engineering, PA,
910-325-0006, fax: 910:325-0060
Carteret County Inspections
Division of Coastal Management
Wilmington Regional Office
Central Files
M.J. Nauglei`��"�°nCarolina
/vatura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

State Stormwater Management Systems
Permit Number SW8 080935
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Dan Reitz and Woodward Development Company
Woodward Park
NC 24 (between NCSR 1257 Holly Lane and SR 1145 Bogue Sound Drive),
Morehead Township, Carteret County
FOR THE
Construction, operation and maintenance of a 25% low density development 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.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of 113,361 square feet of built-upon area. Each
of the 12 lots is limited to a maximum of 6,621 feet of built-upon area, as indicated in
the approved plans. CAMA regulations may reduce the allowable built-upon area for
those lots within the AEC.
2. The overall tract built-upon area percentage for the project must be maintained at
25%, as required by Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit. •
4. The only runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and
approved by the Division.
5. No piping is allowed except that minimum amount necessary to direct runoff beneath
an impervious surface such as a road or to provide access.
6. Roof drains must terminate at least 50 feet from the Mean High Water line of surface
waters.
Page 2 of 6

State Stormwater Management Systems
Permit Number SW8 080935
7. The built-upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent streams.
8. For those swales that have flow rates, which exceed the non-erosive flow rate for the
10 year storm, a Level Spreader is required prior to discharging to surface waters
and wetlands.
9. No direct discharges to class SA Waters are allowed. Diffuse flow of stormwater at
a non-erosive velocity to a vegetated buffer or other natural area capable of
providing effective infiltration of the runoff from the -year 24-hour storm shall not be
considered a direct point of stormwater discharge.
II. SCHEDULE OF COMPLIANCE
1. Projects covered by this permit will maintain a minimum 50-feet wide vegetative
buffer between all impervious areas and surface waters.
2. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area.
3. 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.
4. If the permittee sets up an Architectural Review Committee or Board or similar
structure, to review plans for compliance with the restrictions, the plans reviewed
must include all proposed built-upon area (BUA). Any approvals given by the
Committee or Board do not relieve the lot owner of the responsibility to maintain
compliance with the permitted BUA limit.
5. Prior to the subdivision and/or sale of this project, in whole or in part, the
following deed restrictions must be recorded with the Office of the Register of
Deeds:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 080935, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
c. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built-upon area, the governing
maximum lot BUA shall be the more restrictive of the two amounts.
Page 3 of 6

State Stormwater Management Systems
Permit Number SW8 080935
g. The maximum built-upon area per lot is 6,621 square feet for 12 lots. This
allotted amount includes any built-upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front
lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and
coquina, but does not include raised, open wood decking, or the water
surface of swimming pools. Construction of additional built-upon area in
excess of 113,361 square feet for the subdivision will require a permit
modification.
h. Construction of additional impervious areas such that low-density
requirements are no longer met will require a permit modification prior to
construction. An engineered system will be required to collect and treat
the runoff from all built-upon area associated with the project, including
that area permitted under the low density option.
i. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with this development, except for average driveway crossings,
is strictly prohibited by any persons.
j. A minimum 50 foot wide vegetated buffer area shall be provided between
surface waters and all impervious surfaces.
6. A copy of the recorded restrictions must be received in this Office within 30 days
of the date of sale.
7. Filling in or.piping of any vegetative conveyances (ditches, swales, etc.)
associated with the permitted development, except for average driveway
crossings, is strictly prohibited by any persons.
8. Projects within CAMA's Area of Environmental Concern (AEC) are subject to a
reduction of the permitted amount of built-upon area due to CAMA jurisdiction
within the AEC. The more restrictive of the two calculated BUA's shall govern.
9. Prior to the development of any future area or additional phase noted on the
approved plans for which an allocation of built-upon area has been made, a
permit modification must be submitted to and approved by the Division. The
modification must demonstrate that the built-upon area does not exceed the
maximum amount permitted under this permit and that it meets the intent of low
density development per the stormwater rules and available guidance.
10. 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 the approved plans, regardless of size.
b. Owner or 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 or for which a CAMA Major permit
was issued.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
g. Development of the designated future development areas.
11. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built-upon surface.
Page 4 of 6

State Stormwater Management Systems
Permit Number SW8 080935
12. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
13. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b Sediment removal.
c. Mowing, and re-vegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
14. Within 30 days of completion of the project, the permittee shall certify in writing
that the project has been constructed in accordance with the approved plans.
15. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until modified, revoked or
terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation
and re-issuance of the permit to change the name and incorporate such other
requirements as may be necessary. In the event of a name or ownership
change, a completed Name/Ownership Change form, signed by both parties,
must be submitted to the Division of Water Quality accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits, and may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until the
Director approves a transfer of ownership. Neither the sale of the project nor the
transfer of deeded common area to a third party, such as a homeowner's
association, constitutes an approved transfer of the stormwater permit.
7. The permittee grants permission to DENR Staff to enter the property during
normal business hours, for the purpose of inspecting all components of the
stormwater management facility.
Page 5 of 6

State Stormwater Management Systems
Permit Number SW8 080935
8. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
9. 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.
10. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Permit issued this the seventeenth day of October 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Col en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 6

Permit No. ..5luJiCI M 3 c
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007,DWQ BMP Manual (2007), and Session Law 2006-246.
I. PROJECT INFORMATION
Project Name : Woodward Park
Contact Person: David K. Newsom Phone Number: (910 )325-0006
Number of Lots:12 Allowable Built Upon Area Per Lot*:6,621 sf
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name,phase,page numbers and provide area subtotals
and totals. BUA shall be shown in units of square feet.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes,complete the following calculation in the space provided below where:
• SA Site Area-the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
▪ DF Density Factor-the appropriate percent built upon area divided by 100.
• RA Road Area-the total impervious surface occupied by roadways.
• OA Other Area-the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots -the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
(SA x DF) - RA- OA = BUA OCT 0 j 7"8
Form SW401-Low Density-Rev.2 Page 1 of 3 BY:

No. Lots Lot
Calculation:
(SA: 453,460 ft2 x DF: 0.25)-(RA: 33,909 ft2)-(OA: ft2) =BUA per Lot= 6.621 ft2
(No of Lots: 12)
44=A.)-$ A C C 2( s4
tnc -Q) Cee_ 25©/d `3 - oc- t o© `LcI 1�Ts
� la
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. Indicate the page or plan sheet number where supporting
documentation can be found. If the applicant has designated an agent on the Stormwater Management Permit
Application Form,the agent may initial below.
Page/Plan
Initials Sheet No.
ate.- a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
•Tar-Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
yzo/ Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
,y 1; i z# Built upon area calculations are provided for the overall project and all lots.
1/7/4--- d. Project conforms to low density requirements within the ORW AEC(if applicable).
[15A NCAC 2H .1007(2)(b)]
VA e. Side slopes of swales are no steeper than 3:1.
ail f. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
are shown if slope is greater than 5%.
g. Swales are designed to carry, at a non-erosive velocity, at least the 10-year storm.
/1,, 4 h. Swale detail and permanent vegetation is specified on the pl ,3 F.r1RIVF- )
on C 75 .O
Form SW401-Low Density-Rev.2 Page 2 of 3 BY

IV. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins,curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Dan Reitz-Woodward Development Company ) V.
Address:111 Sea Trace Lane-Newport,NC 28570
Phone:[phone] \ Date: 47/3`0/ 0 0
Signature: _
Note: The legally responsible party should • e 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, Ce. (&J •/lit1 l�,„ b C Q c c 2,a Notary Public for the State of 1 V r4h (A rD!Ma',1�1't,County of
ns I D W ,do hereby certify that IJ C k e; t Z personally appeared before me this 3b
day of tl.e , 0 0 D land acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal,
CELIA J.CLINKINBEARD
Notary Public,North Carolina
Onslow County
My Commission Expires
November 18,2009
SEAL My commission expires WO O V. f �l C9 0 0 9
t10
413*
Form SW401-Low Density-Rev.2 Page 3 of 3

Permit Number:51 ) �(J �J/
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
- Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
- Two to three times a year,grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency.Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
- Once a year,the soil will be aerated if necessary.
- Once a year,soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
_repair.
2008
By-
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element: Potential problem: How I will remediate the problem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslope of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed(enlarge if
downhill. necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
(if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
_ _ fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used,do not
allow it to get into the receiving
water.
1 The receiving water 1 Erosion or other signs of i Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1786.
/ 01; ; �f
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 2._Qf 3 ! '

Permit Number: cl,c3150/S-b C7 3
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Woodward Park
BMP drainage area number:1
Print name:Woodward Development Company - Mr.Dan Reitz
Title:Vice-President
Address:111 Sea Trace Lane-Newport,NC 28570
Phone:(252) 728 645
Signature:
Date: I9����
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, (19.41 ct 1 ng_i eat r d ,a Notary Public for the State of
M ri'A Carp I , County of Or Sib 'IV , do hereby certify that
DC1r1 personally appeared before me this
day of 0C,k lag r , 02(,)'and acknowledge the due execution of the
forgoing filter strip,riparian buffer, and/or level sprcader maintenance requirements.
Witness my hand and official seal, Ceer.,;12, •
dry Publ c,Nort'h Carrolina
Notary
OyExpnslow County.
MNovmber Commiss�on 18,20095
,-
iJr T \
SEAL �zay 0� �� et.)
My commission expires Nbli, 1 /1, 02 06 9
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

DWQ USE ONLY
Date Received Fee Paid Permit Number
1 u-o g &ado (03s5 6i,om s/o 935
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Woodward Development Company
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Dan Reitz , V.P.
3. Mailing Address for person listed in item 2 above:
111 Sea Trace Ln.
City:Newport State:NC Zip:28570
Phone: (252 ) 728-2645 Fax: ( )
Email:
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Woodward Park
5. Location of Project(street address): 1 I ((�� \\
NC24(between NCSR c 259 (0,6 l-i.`1 L 4 t -. , D (2- 1 ( ( 0C�U . o V N D L'[.l V" )
City:Morehead Township County:Carteret Zip:28584
6. Directions to project(from nearest major intersection):
Located on NC24 between Holy Lane(SR1257)and Bogue Sound Drive(SR1145)approximately 3.8 miles
west of intersection with NC24 and NC70 (Arendell St)
7. Latitude:34°44'2.7"N Longitude:76°51'32.2"W of project
8. Contact person who can answer questions about the project:
Name:David K.Newsom Telephone Number: (910 ) 325-0006
Email:crystalcoasten•Tibizec.rr.com
IL PERMIT INFORMATION:
n ;T Q j 70118 r'
1. Specify whether project is(check one): ZNew ORenewal Modification
Form SWU-101 Version 03.27.08 Page 1 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 numbern/a and its issue date(if known)n/a
3. Specify the type of project(check one):
®Low Density ❑High Density ❑Redevelop ['General Permit ['Universal SMP ['Other
4. Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
DCAMA Major ®Sedimentation/Erosion Control Z404/401 Permit ❑NPDES Stormwater
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.
Low Density(25%)-strip pavement(no curb&gutter)with vegetated conveyances
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Property Area:10.69 acres 4. Total Wetlands Area:2.18 acres
5. 100'Wide Strip of Wetland Area:1.90 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:10.41 acres 7. Project Built Upon Area: 24.99
8. How many drainage areas does the project have?1
9. 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.
For high density projects,complete the table with one drainage area for each engineered stormwater device.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name UT Bogue Sound
Stream Class&Index No. SA;HQW 20-36(8.5)
Total Drainage Area(sf) 453,460 sf
On-site Drainage Area(sf) 453,460 sf
Off-site Drainage Area(sf) -0-
Existing Impervious*Area(sf) -0-
Proposed Impervious*Area(sf) 113,361 sf
%Impervious*Area(total) 24.99%
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings(sf) 79,452 sf
On-site Streets (sf) 33,909 sf
On-site Parking (sf) -0-
On-site Sidewalks (sf) -0-
Other on-site (sf) -0-
Off-site (sf) -0-
Total (sf): 113,361 sf
*Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form SWU-101 Version 03.27.08 Page 2 of 4 O C T 1 6 2008
IBY:

10. How was the off-site impervious area listed above derived?n/a
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm-deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below,you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form,that the covenants will be binding
on all parties and persons claiming under them,that they will run with the land,that the required covenants
cannot be changed or deleted without concurrence from the State,and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s)listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)733-5083 for the status
and availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density Low Density Supplement
Form SW401-Curb Outlet System Curb Outlet System Supplement
Form SW401-Off-Site System Off-Site System Supplement
Form SW401-Wet Detention Basin Wet Detention Basin Supplement
Form SW401-Infiltration Basin Infiltration Basin Supplement
Form SW401-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell Bioretention Cell Supplement
Form SW401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Constructed Wetland Supplement
Form SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement
Form SW401-Permeable Pavement Permeable Pavement Supplement
Pop
rf,sT �Ty
I
Form SWU-101 Version 03.27.08 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 Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
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 Permit Application Form
73(tri/
• Original and one copy of the Deed Restrictions&Protective Covenants Form(i
required as per Part IV above)
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BMP 7,/t/j/
• Permit application processing fee of$505(Express:$4,000 for HD,$2,000 for LD)
payable to NCDENR
• Calculations&detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications(sealed,signed&dated),including:
-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 r..�'\
-Vegetated buffers(where required) �
n6'T
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf,please complete this section. (ex.designing engineer or firm)
Designated agent(individual or firm):David K.Newsom,PE(Crystal Coast Engineering,PA)
Mailing Address:3817-3 Freedom Way
City:Hubert State:NC Zip:28539
Phone: (910 ) 325-0006 Fax: (910 ) 325-0060
Email:[e-mail]
V1II. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2)Dan Reitz
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 record•d,and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: _ ` _.. Date: /ff a P
Form SWU-101 Version 03.27.08 Page 4 of 4

Low Density Residential Subdivisions
Deed Restrictions & Protective Covenants
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions where lots
will be subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built-upon" area consistent with the applicable regulation governing the density
level.
I, Dan Reitz acknowledge and affirm by my signature below, that I will cause the following deed
restrictions and protective covenants to be recorded for Woodward Park prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number6'4 Qj of')09 35, as issued by the Division of Water Quality under
NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built-upon area per lot is 6,621 square feet. This allotted amount includes
any built-upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built-upon area for that lot than is shown herein, the
governing maximum built-upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances(ditches, swales, etc.) associated with the
development except for average driveway crossings is strictly prohibited by any persons.
9. Each lot will maintain a 30 foot wide vegetated buffer between all impervious areas and surface
waters.
10. All roof drains shal rmin to lea t 0 foot from the mean high water mark of surface waters.
Signature: Date: J' JOB hg
I, 064, a.. J ,C ih n Kt 4, ect vA , a Notary Public in the
State of /V O 4J\ '3 /`5 it► W., , County of ,
do hereby certify that DO r) e 7
i 'Z personally appeared
-44‘before me this the J 7 day of d "LDb-er— , 20 0 3f , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal, (-ftt
SEAL <; ,.
Signature , O
CELIA J.CLINKINBEARD \ ' /
1 / 102ci� Notary Public,North Carolina
My Commission expires l V D �� Onslow County �.
) My Commission Expires
November 18,2009
Form DRPC-5 Rev. 1 Page 1 of 1

I WOODWARD PARK I
I LOT# LOT AREA (SF)I PROPOSED B.L.A. (SF) ! % B.U.A.
1 81,893 6,621 8.1%
2 21,923 6,621 30.2%
3 25,796 6,621 25.7%
4 32,022 6,621 20.7%
5 24,781 6,621 26.7%
6 20,359 6,621 32.5%
7 20,430 6,621 32.4%
8 31,851 6,621 20.8%
9 35,555 6,621 18.6%
10 20,392 6,621 32.5%
11 26,369 6,621 25.1%
Lot#3 62,269 6,621 10.6% Common Ownership
Total I 403,640 I 79,452 I 19.7%
OCT 1 6 2008