SW8070551_Historical File_20080421

0� wH A rF
bin,,....,. QG Michael F.Easley,Governor
William G.Ross Jr.,Secretary
f North Carolina Department of Environment and Natural Resources
R
Coleen H.Sullins Director
Division of Water Quality
April 21, 2008
James M. Davis Jr., Member
Shadowcreek Estates, LLC
P.O. Box 4505
Emerald Isle NC, 28594
Subject: Stormwater Permit No. SW8 070551
Shadow Creek Estates
Low Density Subdivision with a Curb Outlet System
Onslow County
Dear Mr. Davis:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Shadow Creek Estates on April 10, 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 No. SW8 070551,
dated April 21, 2008, for the construction 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This permit shall be effective from the date of issuance until rescinded and shall be subject to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 Sixty (60) 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 David Cox or me at [phone].
Sin rely,
(Salt'
dward Beck
Regional Supervisor
Surface Water Protection Section
ENB/dwc: S:IWQS\STORMWAT IDERMIT1070551.oct07
cc: David K. Newsome P.E.
Onslow County Inspections
Division of Coastal Management
David Cox
Wilmington Regional Offices
Doug Huggett, DCM
Central Files
Nc rthCaroli a
1Vaturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070551 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH A CURB OUTLET 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
James M. Davis, Jr. & Shadowcreek Estates, LLC
Shadow Creek Estates
Queens Creek Rd., Swansboro Onslow County
FOR THE
construction, operation and maintenance of a 25% low density subdivision with a curb
outlet system in compliance with the provisions of 15A NCAC 2H .1000 (hereafter
referred to as the "stor.►nwater 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. The project is permitted for 54 lots, each limited to a maximum of 4,119 square
feet of built-upon area, as defined by the stormwater rules, and as indicated in
the approved plans. CAMA regulations may reduce the 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%, per the requirements of Section .1005 of the stormwater rules.
3. This project proposes a curb outlet system. Each designated curb outlet swale or
100' vegetated area shown on the a proved plan must be maintained at a
minimum of 100' long, maintain 5:1 approved
side slopes or flatter, have a
longitudinal slope no steeper than 5/o, 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 5

State Stormwater Management Systems
Permit No. SW8 070551 Mod.
II. SCHEDULE OF COMPLIANCE
1. Curb outlet swales, vegetated areas 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, per the approved plans
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. 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. Mowin9, and revegetating of the side slopes.
d. Immediate repair of 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.
4. 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.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee is responsible for verifying that the proposed built-upon area does
not exceed the allowable built-upon area. Once the lot transfer is complete, the
built-upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built-upon area limit is transferred to
the individual property owner.
7. 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.
8. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
9. Each lot in the subdivision covered by this permit will maintain a minimum 30 foot
wide vegetative buffer between all impervious areas and surface waters.
10. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 070551 Mod.
11. All roof drains must terminate at least 30' from the Mean High Water mark.
12. 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 SW8070551, 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. The maximum built-upon area per lot is 4,119 square feet. This allotted
amount includes any built-upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina,
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. Lots within CAMA's Area of Environmental Concern may have the
permitted built-upon area reduced due to CAMA jurisdiction within the
AEC.
i. Filling in, piping or altering any designated 5:1 curb outlet swale or
vegetated rea associated with the development is prohibited by any
persons.
j. A 30' vegetated buffer must be maintained between all built-upon area
and the Mean High Water line of surface waters.
k. All roof drains shall terminate at least 30' from the Mean High Water mark.
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.
13. 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.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 070551 Mod.
14. The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
15. 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.
16. The final plats for the project will be recorded showing all required swale
easements and common areas, in accordance with the approved plans.
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 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 reissuance, 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. 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
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit transfer request must be
submitted to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved. The permittee is responsible for compliance with
all the terms and conditions of this permit until the Division approves the permit
transfer.
6. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances imposed by other
government agencies (local, state and federal)which have jurisdiction. If any of
those permits or approvals result in revisions to the plans, a permit modification
must be submitted.
7. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater control system and
it's components.
8. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 21st day of April, 2008.
NOR CAROLINA if IRONMENTAL MANAGEMENT COMMISSION
for Co een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

I„_ DWQ USE ONLY
-Date Received Fee Paid Permit Number
. OO GSi05P74.56/ //?a a,
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):
Shadowcreek Estates,LLC
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Tames M.Davis,Tr.,Member/Organizer
3. Mailing Address for person listed in item 2 above:
P.O.Box 4505
City:Emerald Isle State:NC Zip:28594
Phone: (252 ) 422-9100 Fax: ( ) N/A
Email:N/A
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Shadow Creek Estates
5. Location of Project(street address):
Queens Creek Rd.(NCSR 1509)
City:Swansboro County:Onslow
6. Directions to project(from nearest major intersection):
From the intersection of US 172&NC Hwy 24,east on NC Hwy 24 for approx. 4.7 miles.Then turn right
(south)onto Queens Creek Rd(NCSR 1509)for approximately 2.0 miles. Site is on left-hand side of the road.
7. Latitude:34°40'55"N Longitude:77°10'23"W of project
8. Contact person who can answer questions about the project:
Name:David K.Newsom,PE,Crystal Coast Enginee Telephone Number: (910 ) 325-0006
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is(check one): ❑New ['Renewal ®Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit numberSW8 070551 and its issue date(if known)October 11,2007
3. Specify the type of project(check one):
®Low Density OHigh Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements(check applicable blanks): RECEIVED
Form SWU-101 Version 8.07 Page 1 of 4 MAR 1 4 zoQ$
BY:

❑CAMA Major ®Sedimentation/Erosion Control 0404/401 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.
Low Density(<25%impervious)with Curb Outlets(flumes).Modification requested due to increase in number of
lots&increased impervious area of cul-de-sacs,sidewalks&Turn Lane.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Site Area:33.06 acres 4. Total Wetlands Area:5.68 acres
5. 100'Wide Strip of Wetland Area:5.15 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:32.53 acres 7. Project Built Upon Area:25
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.
Basin Information Drainage Area 1 • Drainage Area 2
Receiving Stream Name Queens Creek
Stream Class&Index No. SA;HQW
Drainage Area(sf) 1,417,007
Existing Impervious*Area(sf) -0-
Proposed Impervious*Area(sf) 354,246
%Impervious*Area(total) 25%
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings(sf) 54 lots @ 4,119 sf ea=222,426 sf
On-site Streets (sf) 96,342
On-site Parking (sf) -0-
On-site Sidewalks (sf) 27,418
Other on-site (sf) r 1 1 9
Off-site (sf) ('5411.10LQM) 8,051
Total (sf): 354,246
*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.
10. How was the off-site impervious area listed above derived?digital planimeter
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.
Form SWU-101 Version 8.07 Page 2 of 4

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.
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-Bioieleiition 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 SWU-101 Version 8.07 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.
Iiu��r
• Original and one copy of the Stormwater Management Permit Application Form <_
• Original and one copy of the Deed Restrictions&Protective Covenants Form
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BMP -J
• Permit application processing fee of$505($4,000 for Express)payable to NCDENR
• Calculations&detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report f%4'
• Three 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
-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):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]
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2)James M. Davis,Jr. ,
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. ii
Signature• Q D �1 Date: 314z l D
Form SWU-101 Version 8.07 Page 4 of 4

Permit No. 5/0 0��d� ma
(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 : Shadow Creek Estates
Contact Person: David K. Newsom,PE Phone Number: ( 910 )325-0006
Number of Lots:54 Allowable Built Upon Area Per Lot*:4,119 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
No. Lots Lot
Calculation:
Form SW401-Low Density-Rev.2 Page 1 of 3

(SA: 1,417,007 ft2 x DF: 0.25)-(RA: 96,342 ft2)-(OA: 35,478 ft2) =BUA per Lot=4,119 ft2
(No of Lots: 54)
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.
yf - 3 A a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
i' Tar-Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
.."�1� •�L• a Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
L"Pv")
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
i-D'W4 platting and prior to sale of any lots.
A. Built upon area calculations are provided for the overall project and all lots.
At IA d. Project conforms to low density requirements within the ORW AEC (if applicable).
32 [15A NCAC 2H .1007(2)(b)]
cit 4' 9 e. Side slopes of swales are no steeper than 3:1.
di- 3 f. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
are shown if slope is greater than 5%.
3 g. Swales are designed to carry, at a non-erosive velocity, at least the 10-year storm.
9 h. Swale detail and permanent vegetation is specified on the plans.
Form SW401-Low Density-Rev.2 Page 2 of 3

• 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:James M. Davis, Jr., Member/Organizer
Address:P.O. Box 4505,Emerald Isle, NC 28594
Phone:[phone] Date: 3 I L\ bg
Signat . 4e..Vlnlvo wt
Note: The le ally responsible party should 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, L G-I 1-ct, i -C`k N4 r'J e Q.f c ,a Notary Public for the State of t 01- Cart kIY\Q.,County of
0r1S176 VN ` ,do hereby certify(� that wanes fn.TbQ VI 5 - j,L personally appeared before me this 4
day of �4rc� , a O V D ,and ackno ledgejhe e exec tion of the forgoin . tration basin maintenance
requirements. Witness my hand and official seal, ( . c �' ,
1 CELIA J,CLINKINBEARD
Notary Public,North Carolina
Onslovt County
My Commission Expires
November 18,2009
SEAL My commission expires ND(, 1 I t a J
Form SW401-Low Density-Rev.2 Page 3 of 3

Permit No.`-54.)t 7,43:37/ -/
State of North Carolina•
(to be provided by DWQ)
• Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
I. PROJECT INFORMATION
Project Name : Shadow Creek Estates
Contact Person: David K. Newsom,PE Phone Number: ( 910)325-0006
Curb outlets to (check one): ® Swale ❑ Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H.1008,NCDENR BMP Manual (2007), and Session Law 2006-246.
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 design
requirements have been met and supporting documentation is attached. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If a requirement has
not been met, attach justification.
Page/Plan
Initials Sheet No.
4J ° a. Curb outlets direct flow to a swale or vegetated area.
Cek b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
e IvAeor
eta:b the peak flow from the 10-year storm.
bwtf r' c Flow velocity is non-erosive for peak flow from the 10-year storm event.
_' 3 Plek,ettr
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. Length of swale or vegetated area is at least 100 feet.
_ / ` 4L'y g. The system takes into account the run-off at ultimate built-out potential from all surfaces
•14,re '/
draining to the system(delineate drainage area for each swale).
S, h. Swales are located in recorded drainage easements.
i. Grass type(s)for permanent vegetative cover specified on detail.
j. Swale detail provided on plans.
Form SW401-Curb Outlet System-Rev.1 Page 1 of 3

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.
Table 1. Swale Design Information
Swale No. Drainage Impervious Grassed C Q YalIOw Vactual Flow
Area(ac) Area(ac) Area(ac) (cfs) (fps) (fps) Depth,(ft)
1 1.28 0.28 1.00 0.40 3.67 5.00 2.47 0.55
2 0.23 0.17 0.06 0.72 1.19 5.00 2.06 0.34
3 1.45 0.75 0.70 0.56 5.82 5.00 2.02 0.76
4 1.41 0.50 0.91 0.45 4.55 5.00 2.15 0.65
5 2.79 0.67 2.12 0.41 8.20 5.00 1.93 0.92
6 1.35 0.40 0.95 0.41 3.97 5.00 1.50 0.73
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
Form SWU-105 Ver 8.07 Page 2 of 3

•
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:James M. Davis,Jr., Member/Organizer
Address:P.O. Box 4505,Emerald Isle,NC 28594
Phone:[phone] , Date: 0j1 tp 10 i5
Signature cx. 40 Lta) - ��*•
Note: The legally responsible party shoul.s%''.t 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.
A !
v(i v\K i h 10 e q ,a Notary Public for the State of 1v MI L YN rt. ,County of /
D l\S10 VJ ,do hereby that 'a VY t S M. b C3•V\.S , r• personally appeared before me this C)
day of PAQ.v`Ck , t C) ,and acknowled e th ue execution of the forg ' infiltration basin maintenance
requirements. Witness my hand and official seal,
CELIA J.CUNKINBEARD •
���_kkkJJJ
Notary Public,North Carolina
Onslow County
My..Commission Expires
November 18,2009 Nov.SEAL My commission expires I v o v i K, ,2 Q 0 9
Form SWU-105 Ver 8.07 Page 3 of 3

Permit Name:
(to be provided by DWQ)
Drainage Area Number: j
Grassed Swale Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
- After the first-time fertilization to establish the grass in the swale,fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of inspection and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire length of the Trash/debris is present. Remove the trash/debris.
wale
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then re-sod
(or plant with other appropriate
species)and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at Remove sediment and dispose in an
the bottom of the swale. area that will not impact streams or
BMPs. Re-sod if necessary.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Grassed Swale I&M-Rev.2 Page 1 of 2

Permit Number: •
(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:Shadow Creek Estates
BMP drainage area number:
Print name:James M. Davis,Jr.
Title:Member/Organizer
Address:P.O. Box 4505, Emerald Isle,NC 28594
Phone:[phone]
Signatur Cx.'W
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 subdivision has been named the president.
I, Ce.11 61. (3t f hK t h b e ez rd , a Notary Public for the State of
j prfk &r6 1 trig. , County of OV\Sf p u f , do hereby certify that
f r . R U S I J f2 , personally appeared before me this (-1 ,1L,
day of 4 d,TCt1 , ;DOI, and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. itness,my'hand an seal,
C ./-
CELIA J.CLINKINBEARD
Notary Public,North Carolina
Onslow County
My Commission Expires
November 18,2009
SEAL
My commission expires Ni.v 2.l'Y1 1 fI OC1
Form SW401-Grassed Swale I&M-Rev.2 Page 2 of 2

Permit Number:
(to be provided by DWQ)
Drainage Area Number: /
Filter Ship, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance A eement
C7Re- ?- 4 Br Oa les
I wi11 keep a maintenance record on this BlvP'. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year,grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993).Forested filter strips do not require this type of maintenance.
- Once a year,the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch(or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: 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.
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer I&M-Rev.2 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.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer I&M-Rev.2 Page 2 of 3

Permit Number:
(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:Shadow Creek Estates
BMP drainage area number: I
Print name:James M. Davis, Jr.
Title:Member/Organizer
Address:P.O. Box 4505, Emerald Isle,NC 28594
Phone: [phone]
Signa --: '
Date: D r
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, C C( I n fek fl @Q/d , a Notary Public for the State of
Nam,ear&t r,cam. , County of On S k)IA/ , do hereby certify that
appeared before me this q 4- -m��l__�UrS t ��` Personall Y PP
day of ilpictiI ,p�OD Wand acknowledge the due execution of the
forgoing filter strip,riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
CELIA J.CLINKINBEARD
Notary Public, North Carolina
On,low County
My Commission Expires
November 18,2009
SEAL
My commission expires A1L Ve frther1 ' 42®61
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer I&M-Rev.2 Page 3 of 3

DWQ USi ONLY
Date Received Fee Paid Permit Number
3�1 ti''" ,-C S.oo .5-w8p7e sS/ fi70 a.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORM A T ER 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):
Shadowcreek Estates,LLC
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Tames M.Davis,Tr.,Member/Organizer
3. Mailing Address for person listed in item 2 above:
P.O.Box 4505
City:Emerald Isle State:NC Zip:28594
Phone: (252 ) 422-9100 Fax: ( ) N/A
Email:N/A
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Shadow Creek Estates
5. Location of Project(street address):
Queens Creek Rd. (NCSR 1509)
City:Swansboro County:Onslow
6. Directions to project(from nearest major intersection):
From the intersection of US 172&NC Hwy 24,east on NC Hwy 24 for approx. 4.7 miles.Then turn right
(south)onto Queens Creek Rd(NCSR 1509)for approximately 2.0 miles. Site is on left-hand side of the road.
7. Latitude:34°40'55"N Longitude:77°10'23"W of project
8. Contact person who can answer questions about the project:
Name:David K.Newsom,PE,Crystal Coast Enginee Telephone Number: (910 ) 325-0006
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is(check one): ❑New ❑Renewal ®Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit numberSW8 070551 and its issue date(if known)October 11,2007
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): RECEIVED
Form SWU-101 Version 8.07 Page 1 of 4 MAR 1 4 zoos
BY:

❑LAMA Major ®Sedimentation/Erosion Control 0404/401 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.
Low Density(<25%impervious)with Curb Outlets(flumes).Modification requested due to increase in number of
lots&increased impervious area of cul-de-sacs,sidewalks&Turn Lane.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Site Area:33.06 acres 4. Total Wetlands Area:5.68 acres
5. 100'Wide Strip of Wetland Area:5.15 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:32.53 acres 7. Project Built Upon Area:25
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.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name Queens Creek
Stream Class&Index No. SA;HQW
Drainage Area(sf) 1,417,007 -
Existing Impervious*Area(sf) -0-
Proposed Impervious*Area(sf) 354,246
%Impervious*Area(total) 25%
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings(sf) 54 lots @ 4,119 sf ea=222,426 sf
On-site Streets (sf) 96,342
On-site Parking (sf) -0-
On-site Sidewalks (sf) — 27,418
Other on-site (sf)(-si 1 9
Off-site (sf) (Tktnl..ane) 8,051
Total (sf): 354,246
*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.
10. How was the off-site impervious area listed above derived?digital•planimeter
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.
Form SWU-101 Version 8.07 Page 2 of 4

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 applL.able 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.
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 SWU-101 Version 8.07 Page 3 of 4

•
r.
,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.
Ini •
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions&Protective Covenants Form
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BMP
• Permit application processing fee of$505($4,000 for Express)payable to NCDENR
• Calculations&detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three 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
-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):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:crystalcoasten• ?bizec.rr.com
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2)James M.Davis,fr.
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.
Signa • QAP• 0 1M.: Date: 3 I 11,%
Form SWU-101 Version 8.07 Page 4 of 4

Permit No. "-//no
(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 : Shadow Creek Estates
Contact Person: David K. Newsom, PE Phone Number: ( 910 )325-0006
Number of Lots:54 Allowable Built Upon Area Per Lot*:4,119 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.
(SAxDF) -RA-OA = BIJA
No. Lots Lot
Calculation:
Form SW401-Low Density-Rev.2 Page 1 of 3

(SA: 1,417,007 ft2 x DF: 0.25)—(RA: 96,342 ft2)—(OA: 35,478 ft2)=BUA per Lot=4,119 ft2
(No of Lots: 54)
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.
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
. '►w^4' Tar-Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
", cic Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
0,64)
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
I--DN4 platting and prior to sale of any lots.
ttp.si:t It. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
p [15A NCAC 2H .1007(2)(b)]
C , 3 4 I e. Side slopes of swales are no steeper than 3:1.
oy... 3 f. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
are shown if slope is greater than 5%.
326, 3
g. Swales are designed to carry, at a non-erosive velocity, at least the 10-year storm.
h. Swale detail and permanent vegetation is specified on the plans.
Form SW401-Low Density-Rev.2 Page 2 of 3

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:James M.Davis, Jr.,Member/Organizer
Address:P.O. Box 4505,Emerald Isle, NC 28594
Phone:[phone] Date: 3 1 (i b8
S ignat aay.goo
Note: The le ally responsible party should 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, `-'G �� S"CA lhk%-VN1 E:Qf'CC ,a Notary Public for the State of NO CarhlLT'Q.,County of
©nSlb W ,do hereby certify that 1 a.V fll5 1 Y): )Q V151 personally appeared before me this (6_
day of MCILM.N \ , aOpt ,and ackno ledge he exec tion of the forgoin tration 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 No V. 18 a OD J
Form SW401-Low Density-Rev.2 Page 3 of 3

Permit No.`5-4}gd 74CS/ rxy
State of North Carolina (to be provided by DWQ)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
CURB OUTLET SYSTEM SUPPLEMENT
FOR LOW DENSITY DEVELOPMENT WITH CURB AND GUTTER
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, a
curb outlet system supplement, a low density supplement, design calculations, and plans and specifications
showing all stormwater conveyances and curb outlet details.
I. PROJECT INFORMATION
Project Name : Shadow Creek Estates
Contact Person: David K. Newsom,PE Phone Number: ( 910)325-0006
Curb outlets to(check one): ►Zi Swale ❑ Vegetated Area
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1008,NCDENR BMP Manual (2007), and Session Law 2006-246.
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 design
requirements have been met and supporting documentation is attached. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If a requirement has
not been met, attach justification.
Page/Plan
Initials Sheet No.
a. Curb outlets direct flow to a swale or vegetated area.
�' b. Swales or vegetated areas receiving curb outlet flow are designed to carry, at a minimum,
w ��e
e the peak flow from the 10-year storm.
Cup�
f b _"_ c Flow velocity is non-erosive for peak flow from the 10-year storm event.
/� etLF
d. Longitudinal slope of the swale or vegetated area does not exceed 5%.
e. Side slopes of the swale or vegetated area are no steeper than 5:1 (horizontal to vertical).
f. Length of swale or vegetated area is at least 100 feet.
c4./ g. The system takes into account the run-off at ultimate built-out potential from all surfaces
u
draining to the system(delineate drainage area for each swale).
_at_ 'J h. Swales are located in recorded drainage easements.
i. Grass type(s)for permanent vegetative cover specified on detail.
w I j. Swale detail provided on plans.
Form SW401-Curb Outlet System-Rev.1 Page 1 of 3

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.
Table 1. Swale Design Information
Swale No. Drainage Impervious Grassed C Q \Tallow Vactual Flow
Area(ac) Area(ac) Area(ac) (cfs) (fps) (fps) Depth(ft)
1 1.28 0.28 1.00 0.40 3.67 5.00 2.47 0.55
2 0.23 0.17 0.06 0.72 1.19 5.00 2.06 0.34
3 1.45 0.75 0.70 0.56 5.82 5.00 2.02 0.76
4 1.41 0.50 0.91 0.45 4.55 5.00 2.15 0.65
5 2.79 0.67 2.12 0.41 8.20 5.00 1.93 0.92
6 1.35 0.40 0.95 0.41 3.97 5.00 1.50 0.73
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
IV. CURB OUTLET SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
Form SWU-105 Ver 8.07 Page 2 of 3

2. Swale§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:James M. Davis,Jr., Member/Organizer
Address:P.O. Box 4505,Emerald Isle, NC 28594 '/
Phone:[phone] LP '�Date: I 1 l5
Signature imn.Z -
Note: The legally responsible party shoub#a t 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, C C.I\a.S V A i h V t h b e Q 4 ,a Notary Public for the State of,v Ak 0 C. ,County of
On&IU Us.) ,do hereby c • that 3.—aril c S VY1., b GAS ., Sr. personally appeared before me this
day of 1QMCk ,_ and acknowled e th ue execution of the forg • infiltration basin maintenance
requirements. Witness my hand and official seal,
CELIA J.CLINKINBEARD
Notary Public,North Carolina
Onslow County
M ..Commission Expires
Naysmber 18,2009 Nov. �/
SEAL My commission expires IV 1 f(, ,00 9
Form SWU-105 Ver 8.07 Page 3 of 3

Permit Name:
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
- After the first-time fertilization to establish the grass in the swale,fertilizer will
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of inspection and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire length of the Trash/debris is present. Remove the trash/debris.
swale
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully,and then re-sod
(or plant with other appropriate
species)and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at Remove sediment and dispose in an
the bottom of the swale. area that will not impact streams or
BMPs. Re-sod if necessary.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.
Form SW401-Grassed Swale I&M-Rev.2 Page 1 of 2

Permit Number:
(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:Shadow Creek Estates
BMP drainage area number: I
Print name:James M. Davis,Jr.
Title:Member/Organizer
Address:P.O. Box 4505, Emerald Isle,NC 28594
Phone:[phone]
Signatu Of-t.vk.�
Date: (� Of
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, CeJi a.. .3 C1 l n K t h A e ez d , a Notary Public for the State of
IU 0rfk earc l l v1�, , County of On sib ijJ , do hereby certify that
�Q e.s IY) -D Qvt s, J n . personally appeared before me this (''
day of iharCk , 07C0 j, and acknowledge the due execution of the
forgoing grassed swale maintenance requirements. fitness my'hand and ' l seal,
CELIA J.CLINKINBEARD
Notary Public,North Carolina
Onslow County
My Commission Expires
November 18,2009
SEAL
My commission expires !VDU 2 YYt l rI a2 d D 9'
Form SW401-Grassed Swale I&M-Rev.2 Page 2 of 2

Permit Number:
' (to be provided by DWQ)
Drainage Area Number. /
Filter Strip, Restored Riparian Buffer and Level Spreader
Inspection and Maintenance A eement
CPRC-Q-6?-01,24 SCOur 1-eS
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established,any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year,the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
Two to three times a year,grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993).Forested filter strips do not require this type of maintenance.
— Once a year,the soil will be aerated if necessary.
- Once a year,soil pH will be tested and lime will be added if necessary.
After the filter strip is established,it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch(or 1.5 inches if in a Coastal County).
Records of inspection and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element 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.
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer I&M-Rev.2 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.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office,or the
outlet 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer I&M-Rev.2 Page 2 of 3

Permit Number:
(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:Shadow Creek Estates
BMP drainage area number:
Print name:James M. Davis, Jr.
Title:Member/Organizer
Address:P.O. Box 4505, Emerald Isle,NC 28594
Phone: [phone]
Signs o W
ot.nE"-
Date: O r
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, Ce I14' CA I hieun Qr , a Notary Public for the State of
NO(411&tvIInc , County of On ski ik/ , do hereby certify that
Q me5 A ..._------personally appeared before me this q�VIS J 1�° P Y PP
day of 4p12.1I ,p�QD Band acknowledge the due execution of the
forgoing filter strip,riparian buffer, and/or level spreader 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 MN--er4 6er-I g� �oo
Form SWU401-Level Spreader,Filter Strip,Restored Riparian Buffer I&M-Rev.2 Page 3 of 3

«B99
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 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, James M. Davis, Jr. acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for Shadow Creek Estates
prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 5IafD 7D,S,5/ , 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 4,119 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'wide vegetated buffer between all impervious areas and surface
waters.
11. All roof drains shall terminate at least 30'from the mean high water mark of surface waters.
12. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development
is prohibited by any persons.
Signatur Date:
I, e c,I ct, J Lit W I Wt e e Q rJ. , a Notary Public in the
State of ►Ubr}L Caro I I inct. , County of ()Y'
do hereby certify that 3Q h'l e S 1)') . iJ a I%I S t 0-r. personally appeared
before me this the Li" day of nnamk _, 20 , and acknowledge
the due execution of the foregoing instrument Witness my hand and official seal,
SEAL
Signature lA J.CUa
Notary ublNorth ColinaA`a
f f
My Commission expires /r j o 0,'} Onslow County
r V v f (J My Commission Expires
November 18,2009

Crystal Coast Engineering , PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax [phone]
Email: crystfllcoastangi bizac.r.com
RECEIVED
APR I 0 2008
April 7, 2008
BY:
Mr. David Cox
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stomiwater Project No. SW8 070551 (Modification)
Shadow Creek Estates
Onslow County
Dear Mr. Cox,
Per our telephone conversation of March 28, 2008, we have made the following
revisions to allow you to continue the stormwater review for the referenced project:
1. Added Preformed Scour Holes to each swale.
2. Added Preformed Scour Hole Detail to General Details.
In addition, we are including a signed Operation & Maintenance Agreement for Level
Spreaders, as per the usual requirements when Preformed Scour Holes are proposed.
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future. Should you have questions or additional concerns, please feel free to
contact us.
Yours truly, - 1
4 e...49 vit.t...0. J
Jeanie Clinkinbeard
Crystal Coast Engineering,PA

3817-3 Freedom Way
Hubert,N.C.28539
Tel:[phone]
Fax:[phone] Crystal Coast
Engineering, PA
ok -' (, 0
Transmittal
To: Linda Lewis From: Jeanie for David K. Newsom
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re SW8 070551 Date: March 13,2008
Shadow Creek Estates
Permit Modification Request
❑Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle
Attached:
One(1)original&One(1)copy Storrnwater Permit Application
One(1)original Low Density Supplement
One(1)original Curb Outlet Supplement
One(1)original&one(1)copy Deed Restrictions Form RECEIVED
Re
One(1)original Grassed Swale O&M Agreement MAR 1 4 2006
One(1)copy Narrative BY:
One(1)copy Swale Calculations
One(1)copy Site Area(Wetlands)Calculations
Three(3)copies Cover Sheet
Three(3)copies Grading,Drainage&Stomtwater Plan
Three(3)copies General Details
One(1)copy Drainage Area Supplement
One(1)check in the amount of$505
Comments:
Submitted for permit modifialtion review.

Stormwater Treatment &
Erosion Control Narrative
Shadow Creek Estates
A Stormwater Management Permit (SW8 070551)was issued to Shadowcreek Estates, LLC
on October 11, 2007, for the proposed construction of a 44 lot residential subdivision on a
33.06 acre tract located on NCSR 1509 (Queens Creek Road) approximately 2.0 miles
south of its intersection with NC 24 in Swansboro Township, Onslow County. The owner
now wishes to modify the Stormwater Permit to allow a total of 54 lots within the proposed
subdivision. In addition, the proposed impervious area of the streets, sidewalks &Turn
Lane have been increased slightly since the original Stormwater Permit was issued. The
site is currently undeveloped.
Shadowcreek Estates, LLC proposes to construct roadway, drainage, water&sewer
facilities as well as development on individual lots (total disturbed area = 21.0 ac).
The project is located approximately 0.5 miles from the southerly bank of Queens Creek
(SA; HQW). The site contains an appreciable quantity of Sect. 404 wetlands.
The project is proposed as Low Density (25% impervious). The project will incorporate curb
and gutter(curb cuts). Vegetated 5:1 swales are proposed to treat runoff from streets.
Site topography is flat to gently sloping (0 — 5%) generally toward the southerly boundary of
the tract. Soils in the areas to be disturbed are fine to coarse sands.

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