SW8100203_Current Permit_20100505

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 5, 2010
Dale Britt, Manager
Britt Development Co. of Archdale, LLC
2012 Shepard Street
Morehead City, NC 28557
Subject: Stormwater Management Permit No. SW8 100203
Gracelyn Park Phase IV
Low Density Subdivision with a Curb Outlet Swale System
Carteret County
Dear Mr. Britt:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Gracelyn Park Phase IV on April 29, 2010. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC
2H:1000. We are forwarding Permit No. SW8 100203, dated May 5, 2010, 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This permit shall be effective from the date of issuance until rescinded and shall be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 supercede
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, or need additional information concerning this matter, please
contact either Steve Pusey or me at [phone].
Sincerely,
Georgette Scott
- .= Stormwater Supervisor
Division of Water Quality
GDS/sgp: S:IWQS\STORMWATER\PERMIT1100203.apr10
cc: Derrick Smith, PE - East Carolina Consulting, PLLC
Town of Newport Inspections Department
NCDOT District Engineer
Steve Pusey
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 One
Phone:[phone] FAX:[phone] Customer Service:1-877-623-6748 NorthCarollna
Internet www.ncwaterqualiiy.org ?at raIIjI
An Equal Opportunity 1 Affirmative Action Employer [36

State Stormwater Management Systems
Permit No. SW8 100203
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION WITH A CURB OUTLET SWALE SYSTEM
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
Britt Development Co. of Archdale, LLC
Gracelyn Park Phase IV
Edgewood Avenue, Newport, Carteret County
FOR THE
construction, operation and maintenance of a 24% low density subdivision with a curb
outlet swale system in compliance with the provisions of Session Law 2008-211 and Title
15A NCAC 2H .1000 (hereafter collectively and separately 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. Each of the 18 lots is limited to a maximum amount of built-upon area as indicated in
Section 11.9 (f) of this permit. 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
24%.
3. This project proposes a curb outlet system. Each designated curb outlet swale or
100' vegetated area shown on the approved plan must be maintained at a minimum
of 100' long, maintain 5:1 (H:V) side slopes or flatter, have a longitudinal slope no
steeper than 5%, carry the flow from a 10 year storm in a non-erosive manner,
maintain a dense vegetated cover, and be located in either a dedicated common
area or a recorded drainage easement.
4. No piping shall be allowed except those minimum amounts necessary to direct
runoff beneath an impervious surface such as a road or under driveways to provide
access to lots_
5. Runoff conveyances other than the curb outlet system swales, such as perimeter
ditches, must be vegetated with side slopes no steeper than 3:1 (H:V).
6. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 100203
7. Stormwater runoff that is directed to flow through any wetlands shall flow into and
through these wetlands at a non-erosive velocity.
8. The project must provide a 50-foot wide vegetated buffer measured perpendicular to
and horizontally from the normal pool of impounded structures, the top of bank of
each side of streams and rivers, and the mean high water line of tidal waters.
II. SCHEDULE OF COMPLIANCE
1. No person shall alter the approved stormwater management system or fill in, alter, or
pipe any drainage feature (such as swales) shown on the approved plans as part of
the stormwater management system unless and until the permittee submits a
modification to the permit and receives approval from the Division of Water Quality.
2. The maximum built-upon area assigned to each lot via this permit and the recorded
deed restrictions may not be increased or decreased by either the individual lot
owner or the permittee unless and until the permittee notifies the Division of Water
Quality and obtains written approval from the Division. Both the lot owner and the
permittee are subject to enforcement action and potential fines for exceeding the
maximum allowed built-upon area.
3. The permittee is responsible for monitoring the project and verifying that the built-
upon area does not exceed the maximum allowed by this permit. Should the
permittee establish an.Architectural Review Board or Committee, the plans reviewed
must include all proposed built-upon area. Any approval given by the ARB or ARC
on behalf of the permittee, does not relieve the permittee or the lot owner of the
shared responsibility to maintain compliance with the maximum built-upon area for
that lot.
4. The permittee is responsible for verifying that the proposed built-upon area on each
individual lot does not exceed the maximum allowed by this permit. Both the
individual lot owner and the permittee are responsible for maintaining compliance
with the BUA limit assigned to that lot via the recorded deed restrictions and this
permit.
5. The permittee shall approve and monitor the installation of driveway piping for each
lot such that only that minimum amount of piping necessary is constructed.
6. Curb outlet swales, vegetated areas and other vegetated conveyances shall be
constructed in their entirety, vegetated, and operational for their intended use prior to
the construction of any built-upon surface, per the approved plans.
7. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated conveyances will be repaired immediately.
8. The permittee shall at all times provide the operation and maintenance necessary to
operate the permitted curb outlet swale stormwater management system at optimum
efficiency to include:
a. Inspections
b. Sediment removal.
c. Mowing, and re-veaetatina of the side slopes_
d. Immediate repair oT eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Cleaning and repair of catch basin grates, flumes, piping, and the flow
spreader mechanism.
g. Maintenance of level spreaders.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 100203
9. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number 100203, 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
d. Tparties claiming under them.
he covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per lot, in square feet, is as listed in the table
below:
Lot# Max BUA _ Lot# Max BUA Lot# Max BUA
85 4,404 91 3,604 97 36,009
86 4,662 92 3,604 98 35,998
87 7,434 93 3,604 99 6,407
88 4,838 94 3,604 100 4,099
89 3,802 95 3,604 101 3,996
90 3,604 96 3,828 102 4.378
This allotted amount includes any built-upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot
line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina,
driveways, and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales,
etc.) associated with the development except for average driveway crossings,
is prohibited by any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated
area associated with the development is prohibited by any persons.
i. A 50-foot wide buffer must be provided adjacent surface waters, measured
from the normal pool of impounded structures, the banks of rivers and
streams and the Mean High Waterline of tidal waters.
j. All roof drains shall terminate at least 50' from the normal pool of impounded
structures, the banks of rivers and streams and the Mean High Waterline of
tidal waters.
k. Each designated curb outlet swale or 100' vegetated area shown on the
approved plan must be maintained at a minimum of 100' long, maintain 5:1
(H:V) side slopes or flatter, have a longitudinal slope no steeper than 5%,
carry the flow from a 10 year storm in a non-erosive manner, maintain a
dense vegetated cover, and be located in either a dedicated common area or
a recorded drainage easement.
10. The permittee must submit a copy of the recorded deed restrictions to the Division
within 30 days of the date of recording.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 100203
11. 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. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought.
f. Filling in, piping, or altering any vegetative conveyance shown on the
approved plan.
g. The development of any future area or additional phase(s) noted on the
approved plans. 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.
12. The final plats for the project will be recorded showing all required easements and
common areas, in accordance with the approved plans.
13. The permittee must certify in writing that the project's stormwater controls, and
impervious surfaces have been constructed within substantial intent of the approved
plans and specifications. Any deviation from the approved plans must be noted on
the Certification. The permittee shall submit the Certification to the Division within 30
days of completion of the project.
14. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
15. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of theRegister of Deeds prior to the sale of any lot.
16. 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.
17. Prior to transfer of ownership, the swales must be inspected and determined to be in
compliance with the permit. Any deficiencies will be repaired or replaced prior to the
transfer.
III. GENERAL CONDITIONS
1. The 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. At least 30 days prior to an ownership change, or a name
change of the permittee or of the project, or a mailing address change, the permittee
shall submit a completed and signed Name/Ownership Change form to the Division
of Water Quality accompanied by the supporting documentation as listed on the
form. 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 an enforcement action by the Division of ater Quality, in
accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
Page 5of6

State Stormwater Management Systems
Permit No. SW8 100203
3. The Permittee is responsible for compliance with all the terms and conditions of this
permit until such time as the Division approves the permit transfer in writing. Neither
the sale of the project area, in whole or in part, nor the conveyance of common area
to a third party constitutes an approved transfer of the stormwater permit.
4. The permit issued shall continue in force and effect until revoked or terminated.
5. 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.
6. 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.
7. The issuance of this permit does not preclude the Permittee from complying with and
obtaining any and all other permits or approvals that are required in order for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site prior to receipt of the
necessary permits or approvals to do so is considered a violation of NCGS 143-
215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6.
8. The Permittee grants permission to DENR Staff to enter the property during normal
business hours for the purposes of inspecting the stormwater control system and it's
components.
9. 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 5th day of May, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 6

•
_ DWQ USE ONLY
Date Reved Fee Paid Permit Number
-/2 ((OR C re /79 7 .SwB/e a 3
Applicable Rules: ❑Coastal SW-1995 0 Coastal SW-2008 0 Ph II-Post Construction
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 Universal Stormwater Management Plan
0 Other WQ Mgmt Plan:
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. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Gracelyn Park-Phase IV
2. Location of Project(street address):
Edgewood Avenue
City:Newport County:Carteret Zip:28570
3. Directions to project(from nearest major intersection):
From US Highway 70 take East Chatham Street North to Gracelyn Lane.Right on Gracelyn Lane to Primrose
Place. Left on Primrose Place to Waverly Court. Right on Waverly to Edgewood Avenue. Left on Edgewood
Avenue to the end.
4. Latitude:34°46'02.47"N Longitude:76°50'48.56"W of the main entrance to the project
IL PERMIT INFORMATION:
1.a.Specify whether project is(check one): /1 New []Modification
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ®Not Started []Partially Completed* ❑Completed* 'provide a designer's certification
2. Specify the type of project(check one):
®Low Density []High Density []Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application,list the stormwater project number,if
assigned,n/a and the previous name of the project,if different than currently
proposed,n/a
4.a.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):
[]LAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
[]NPDES Industrial Stormwater [1404/401 Permit Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:n/a
RECEIVED'
JAN 2 7 2010
Form SWU-101 Version07Ju1y2009 Page 1 of 6 BY:

]III., CONTACT INFORMATION
1.a.Print Applicant/Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project): Itj.214ftu
Applicant/Organization: iacti vEuocoi f....n;c Co. 1 Ll-C. (eecoc,ice.,(_
Signing Official&Title:Dale Britt,•Owner ( \cy .c ec `� 2I*4/3o0 9-QC r,�bi,, (' `"d
b.Contact information for person listed in item 1a above:
Street Address:2012 Shepard Street
City:Morehead City State:NC Zip:28557
Mailing Address(if applicable):
City: State: Zip:
Phone: (252 ) 725-5375 Fax: ( )
Email:
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
❑Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Britt Development,LLC
Signing Official&Title:Daie Britt,Owner
b.Contact information for person listed in item 2a above:
Street Address:2012 Shepard Street
City:Morehead City State:NC Zip:28557
Mailing Address(if applicable):
City: State: Zip:
Phone: (252 ) 725-5375 Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization:Derrick Smith/East Carolina Consulting.PLLC
Signing Official&Title:Derrick Smith,Owner
b.Contact information for person listed in item 3a above:
Mailing Address:PO Box 20714
City:Greenville State:NC Zip:27858
Phone: (252 ) 714-3034 Fax: (252 ) 756-9161
Email:[e-mail]
4. Local jurisdiction for building permits:Town of Newport
Point of ContactBob Chambers Phone#: (252 ) 223-3733
Form SWU-101 Version 07July2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Stormwater runoff from the improved site will be collected in new concrete roll type curb on the property or
to existing grass ditches. All drainage flows to Snows Swamp Branch.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.Identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area:19.26 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:19.26 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(N line or Mean High Water
(MHW )line, and coastal wetlands landward from the NHW(or MHV�)line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MHVV)line may
be included in the total project area.
8. Project percent of impervious area:(Total Impervious Area/Total Project Area)X 100 =20.86
9. How many drainage areas does the project have?1(For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area Drainage Area Drainage Area
Receiving Stream Name Snows Swamp
Branch
Stream Class * C
Stream Index Number* 21-12
Total Drainage Area(sf) 838,966
On-site Drainage Area(sf) 838,966
Off-site Drainage Area(sf) 0
Proposed Impervious Area**(sf) 175,111
%Impervious Area**(total) 20.87
Impervious'Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area
On-site Buildings/Lots(sf) 141,476
On-site Streets (sf) 33,541
On-site Parking (sf) 0
On-site Sidewalks (sf) 0
Other on-site (sf) 0
Future(sf) 0
Off-site (sf) 0
Existing BUA***(sf) 0
Total (sf): 175,017
* Stream Class and Index Number can be determined at: http://h2o.enr.state.nc.us/bims/reports/reportsWB.html
Form SWU-101 Version 07Ju1y2009 Page 3 of 6

** Impervious area is defined as the built upon area including,but not limited to,buildings, roads,parking areas,
sidewalks,gravel areas,etc.
***Report only that amount of existing BUA that will remain after development.Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://h2o.enr.state.nc.us/su/bmp forms.htm.
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. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. GCS
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants 1X$
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to `DC.S
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor ) 3
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the -1DL S
receiving stream drains to class SA waters within'%mile of the site boundary,include the l
mile radius on the map.
7. Sealed,signed and dated calculations.
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including. - cS
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
a Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
L Details of roads,drainage features,collection systems,and stormwater control measures.
Form SWU-101 Version 07July2009 Page 4 of 6

m}.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:1223 Page No:364 CGS
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC"PL$
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per NCAC 2H.1003(e).The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,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 NC DWQ,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Derrick Smith
Consulting Finn:East Carolina Consulting
Mailing Address:PO Box 20714
City:Greenville State:NC Zip:27858
Phone: (252 1 714-3034 Fax: (252 ) 756-9161
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
I,(print or type name of person listed in Contact Information,item 2a)Dale Britt ,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item la)Dale Britt with(print or type name of organization listed in
Contact Information,item lb)Dale Britt to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07July2009 Page 5 of 6

•
\s.the Icg;al property owner I acknowledge, understand,and agree by my signature below, that if my designated
+ ,agent(_ntity listed in Contact Information, item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale, responsibility for compliance with the D\V(7 Storm water permit reverts back t0
me, the property owner. As the property owner, it is my responsibility to notify DM? immediately and submit a
completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater treatment
acility without a valid permit. I on -stand that the operation of a stormwater treatment facility without a valid
permit is a violation of)-- even Sta-oe-143-215.1 and may result in appropriate enforcement action including
the assessment of civ',I rti's f t to 523,000 per day, pursuant to NCGS 1-I3-215.h.
. igI attll'e: % ,I/i �. .—. Date:_�J �4-1•
1°
,a Notary Public for the State of N© ` . ..._._,County of
__e_r47,t. .. ._... .._ ,do hereby certify that ---__1e le GnA --_ ----._.... _ personally appeared
before me this 14?? day of Ja 7. __...., Lola ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
{ -1
- SEAL
,1y,commission expires
1-1
t5"Pio
I
' . APPLICANT'S CERTIFICATION
1, g7riut or type;wna'of person liSteil ill C011f(h t Information.ation. ih in 2) Mahe Britt _
certify that the information included on this permit application form is, to the best of my knowledge,correct and
that the project wi11 be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants le reco e 1,and that the proposed project complies with the requirements of the
applicable stormwater • i ti r '(AC 2I1 .1000,SI.2006-246(Ph. iI- Post Construction)or SI,2008-211.
p
Signature: f ^ 1Date: �U J4�, 29/0
I. _ 11-'wHf 61cAl A i`` +�4 ,a Notary Public for the State of nNh (yr l.`rlci - ._.,County of
419-rt_.—.._._.., do hereby certify that r'�ale_.,Dr 4'1___..__. .___ ._ personally appeared
before me thisIO_day of Senet►a, ,7-0lo ,and acknowledge the dduu�e,,ccxect Lion of the application for
a stormwater permit. Witness my panel and official seal, � 1 " •- t
1 I
j SEAL
d 3
- iv commission expires r— �'ZO(o —„
!'cirri SVV -101 Version 07.1u1-2009 ea,::6 of,;

Permit No. '- "ZOo / Zo3
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORM WATER 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 Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246,and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Gracelyn Park- Phase IV
Contact Person: Derrick Smith Phone Number: (252 )714-3034
Number of Lots:18 Allowable Built Upon Area(BUA)Per Lot*:See Attached Table
Number of Dwelling Units Per Acre**:0.93
Low Density Development(check one): ❑ without curb& gutter ® with curb&gutter, outlets to (check one):
® Swales ❑ Vegetated Area
*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.
**(Phase II Post-Construction(non-SA)only)
H. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/su/bmp_forms.htm)
Complete the following calculation in the space provided below where: RECEIVED
• SA Site Area-the total project area above Mean High Water.
• DF Density Factor-the appropriate percent built upon area divided by 100. BAN 2 7 2010
• RA Road Area-the total impervious surface occupied by roadways. B '
• OA Other Area-the total area of impervious surfaces such as clubhouses,tennis courts, sidewalks, etc.
• No. of Lots-the total number of lots in the subdivision.
• BUA per 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.
• Total allowable lot BUA-the computed allowable built upon area for all lots combined.
• Total BUA from lot listing-the sum of built upon area allocated for each lot on the list of non-uniform lots.
Form SW401-Low Density-Rev.4-20090ct20 Page 1 of 4

Calculation:
For uniform lot sizes:
(SA: ft2 DF: )—(RA: ft2)—(OA: ft2)=BUA per Lot= ft2
(No of Lots: )
For non-uniform lot sizes:
a. (SA: 838,965 ft2 x DF: 0.24)—(RA: 33,541 112)—(OA: 0 ft)=Total allowable lot BUA= 167.810 ft2
b. Total BUA from lot listing: 141, 476sf. b must be<a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 10-year storm.
Swale No. Drainage Impervious Grassed C Q Slope Vanow Vact,al Flow
Area(ac) Area(ac) Area(ac) (cfs) (%) (fps) (fps) Depth(ft)
1
2 see attached *able
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 I I
19
20
Form SW401-Low Density-Rev.4-20090c120 Page 2 of 4

'IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000,NCDENR BMP Manual (2007), Session Law 2006-246,and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. lithe applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items m through o for projects with curb outlets.
Page/Plan
Initials Sheet No.
-Dc.% ')/A a.t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters.For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
its 'JA b.t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
-'Dc-S 9/A c.t For Phase II Post-Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
'tots A rrAtM,d. 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
5L)M? platting and prior to the sale of any lots.
`i c.s ATT.A e. Built upon area calculations are provided for the overall project and all lots.
/m f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
-DC.S CI.l g. Side slopes of swales are no steeper than 3:1;or no steeper than 5:1 for curb outlet swales.
P-DC S C . ( h. Longitudinal slope of swales is no greater than 5%;for non-curb outlet projects, calculations
S t-let? for shear stress and velocity are provided if slope is greater than 5%.
'-DC.S A r.S i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
"DC.S acr• ."1 j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity(for this flow requirement into wetlands,non-erosive is velocity<2 ft/s).
ClX �
"-DC S e3.1 k. Swale detail and permanent vegetation is specified on the plans.
'XS Ct.t 1. Swales are located in recorded drainage easements.
CI. l m.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
`DC.S n.tt The system takes into account the run-off at ultimate built-out potential from all surfaces
draining to the system(delineate drainage area for each swale).
C. 0.11 Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse,Tar-Pamlico,Catawba River basins,and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.4-20090ct20 Page 3 of 4

A
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' : •V. ' SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will he accomplished as needed according to the season. Grass height will not exceed six inches
at any time: and grass will not be mowed too close to the ground or._scalped
2. Swales will he 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 he revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must he maintained at the permitted slope.
5. Catch basins_ curb cuts. velocity reduction devices. and piping will be inspected monthly or afier every
signiticant 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 tilled in without approval from NCI)ENR 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 1 itle:Dale Britt. (honer
Address:2012 Shepard Street. Morehead City_ NC 28557
Phoned152) 725-537 Date: /8 ,77.4"ag4 2-0/0
Signature:
Note: The legally responsible party should not he it homeowners association unless snore than 501;,,n/the lots hare been so/cl mc/a
resident(Ow subdivision has been named the president.
I. HOtnX a 0/C4A . 1):0101,0k1 a Notary Public for the State of ✓bd
�p1 h �'� l '(0, -Count!„ of
MA.............. . .
. do herebx certify that bak�3mi�k-� personalh appeared before me this tg` "
day of .and acknocrledge the due execution of the tbrgoing Swale maintenance requirements.
Witness my hand and official seal.
_ __ . M"-•%-)6 Al/`Al."
Notary signature
.,, F..
[
F CS C.-f,.1 7--, ..'
t.
SEAL • r 0 c Y ; - My commission expires ,-1 g- Zolo
a
Moroi SW4O1-Low Density-Rev.4-2OO90ct2O Pace 4 of 4

Low Density Residential Subdivisions with Curb Outlet Swales
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for Low Density Residential Subdivisions with curb
outlet swales, 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, Dale Britt acknowledge and affirm by my signature below, that I will cause the following
deed restrictions and protective covenants to be recorded for Gracelyn Park—Phase IV prior to the sale of
any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number_SLJt/DOZO 3 , as issued by the Division of Water Quality under the
Stormwater Management Regulations.
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 (see attached sheet) 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. This project proposes a curb outlet system. Each designated curb outlet swale shown on the approved
plan must be maintained at a minimum of 100'long with 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a non-erosive manner,
and maintain a dense vegetated cover.
9. 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.
10. Each lot will maintain a 30*foot wide vegetated buffer between all impervious areas and surface
waters.
11. All roof drains shall terminate at least 30*foot from the mean high water mark of surface waters.
i2. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development is
prohibited by any persons.
*50 foot for projects located in the 20 coastal counties. RECEIVED
JAN 2 7 2010
Form DRPC-6 Rev2 05Nov2009 Page 1 of 2 BY

•
Low Density Residential Subdivisions with Curb Outlet Swales
Deed Restrictions & Protective Covenances
Signature:t Date: I -l9-Z °° `
�}I, o 6t ea,A Alif,101 h , a Notary Public in the
State of Merit', (.iv I<<A , County of
do hereby certify that Oa L. 13A4I personally appeared
before me this the b i- day of Sri v)i , 20 10 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
'� SEAL
Sign ture
O
✓~'
My Commission expires I- 1g z0l@
Form DRPC-6 Rev2 05Nov2009 Page 2 of 2

GRACELYN-PARK
PHASE IV
LOT No. ' TOTAL LOT AREA ALLOWABLE BUA I
AC SF AC SF
85 0.42 18,350 0.10 4,404
86 0.45 19,42.5 0.11 4,662
87 0.71 30,975 0.17 7,434
88 0.46 20,159 0.11 4,838
89 0.36 15,843 0.09 3,802
90 0.34 15,015 0.08 3,604
91 0.34 15,015 0.08 3,604
92 0.34 15,015 0.08 3,604
93 0.34 15,015 0.08 3,604
94 0.34 15,015 0.08 3,604
95 0.34 15,015 0.08 3,604
96 0.37 15,949 0.09 3,828
97 3.44 150,036 0.83 36,009
98 3.44 149,990 0.83 35,998
99 0.61 26,696 0.15 6,407
100 0.39 17,079 0.09 4,099
101 0.38 16,650 0.09 3,996
102 0.42 18,241 0.10 4,378
TOTALS 13.53 589,483 3.25 141,476