SW8070232_HISTORICAL FILE_20070711

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW_8 �/
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

��F `aJATc90
Michael F.Easley,Governor
William G.Ross Jr.,SecrelarY
r North Carolina Department of Em-i roil ment and Natural Resources
O Y Colcen H.Sullins Director
Division of Witter Quality
July 11, 2007
Mr. Michael L. Merritt, Member/Manager
Snow Creek Group, LLC
141A Old Fayetteville Road
Leland, NC 28451
Subject: Stormwater Permit No. SW8 070232
The Village @ Cypress Bay
High Density Subdivision Project
Brunswick County
Dear Mr, Peterson:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Village @ Cypress Bay on June 25, 2007. 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 070232,
dated July 11, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until July 11, 2017, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E 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 Paul Bartlett at [phone] X235, or me at [phone].
Sincerely!
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:\WQS\STORMWATER\PERMIT\070232.july07
cc: K. Davis Fennell, Cape Fear Engineering, Inc.
Delaney Aycock, Brunswick County Inspections
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
YhCarolina
r/17lTtlllY7�/f
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterrmalilyorb Fax [phone]
An Equal Oppom nitylAffrmative Action Employer—50%Recycled110°/Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070232
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Michael L. Merritt and Snow Creek Group, LLC
The Village @ Cypress Bay
Brunswick County
FOR THE
construction, operation and maintenance of an overall 30% low density subdivision with
one wet detention pond for treatment of a pocket of high density in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until July 11, 2017 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This project is an overall 30% low density project with a designated pocket of
high density. The low density areas are permitted for runoff conveyance by sheet
flow, and the runoff from the high density area is treated in a wet detention pond.
3. The stormwater system to treat the runoff generated by the designated high
density area has been approved for the management of stormwater runoff as
described in Section 1.10 on page 3 of this permit. The system designated as
Pond 1 has been approved to treat a maximum of 62,973 ftZ of built-upon area.
4. The subdivision is permitted for 13 lots, each allowed a maximum of 4,250 ft2 of
built-upon area. The total impervious area for the project must be maintained at
30% or less. The current permitted maximum amount of built-upon area for the
entire project is 75,723 square feet. This permit makes no allocation for any
future built-upon area.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 070232
5. Low density areas covered by this permit will maintain a minimum 30 foot wide
vegetative buffer between all impervious areas and surface waters.
6. The low density areas of this project propose runoff conveyance by sheet flow.
The only runoff conveyance systems allowed for low density areas will be
vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as
defined in the stormwater rules and approved by the Division.
7. No piping shall be allowed for low density areas of the project except those
minimum amounts necessary to direct runoff beneath an impervious surface
such as a road or under driveways to provide access to lots.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
10. The following design elements have been permitted for the wet detention pond
stormwater facilities, and must be provided in the system at all times.
Design Criteria Pond #1
a. Drainage Area, acres: 4.85
Onsite, ft2 211,266
Offsite, ft2 None
b. Total Impervious Surfaces, ft2 62,973
(1) Buildings 42,500
(2) Roads/Parking 20,473
(3) Other None
(4) Offsite None
c. Design Storm, inches 1.0
d. Pond Depth, feet 4.5
e. TSS removal efficiency 90
f. Permanent Pool Elev., FMSL 16.5
g. Perm. Pool Surface Area, ft2 5,891
h. Permitted Storage Volume, ft3 5,836
i. Temporary Storage Elev., FMSL 17.4
j. Controlling Orifice, "0 pipe 1.0
k. Permitted Forebay Volume, ft3 1,372
I. Receiving Stream/River Basin Town Creek / Cape Fear
m. Stream Index Number 18-81
n. Classification of Water Body C; Sw
o. Max. fountain horsepower 1/8
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 070232
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for
the entire lot, including driveways and sidewalks, 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.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built-upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
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.
e. Further subdivision, acquisition, or sale of all or part of the project area. The project
area is defined as all property owned by the permittee, for which Sedimentation
and Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of 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 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.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 070232
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 070232, 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 4,250 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 and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a reduction
in their allowable built-upon area due to CAMA regulations.
h. All runoff from built upon area on the lot must drain into the permitted system. This
may be accomplished through providing roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and directing
them into the pond or street. Lots that will naturally drain into the system are not
required to provide these measures.
i. Built-upon area in excess of the permitted amount will require a permit
modification.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed in the wet detention pond stormwater
treatment systems, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in the wet detention ponds is
listed on page 3 of this permit in Section 1.10.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 070232
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
18. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
1. This permit.is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to .143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 070232
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 11th day of July 2007.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for een . Su ins, Director
Division of Water Quality
By Authority of the Environmental Management.Commission
Permit Number SW8 070232
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 070232
The Village @ Cypress Bay Page 1 of 2
Stormwater Permit No. SW8 070232
July 11, 2007
Brunswick County
Designer's Certification
I, as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 070232
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillipps, Brunswick County Engineering
Page 9 of 9

OFFICE USE ONLY Umber
Date Received
o - ;z./- -z-C>o:z In2U.- 24S ,5 D 2 22
11
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form rngv he photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name(specify the name of the corporation, individual, etc. who owns the project):
Snow Creek Group, LLC
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Michael L. Merritt, Member/Manager
3. Mailing Address for person listed in item 2 above:
14IA Old Fayetteville-Road
City: Leland State: NC Zip: 28451
Telephone Number: 910.383.2604
4. Project Name(subdivision, facility, or establishment name- should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Village P. Cypress Bay
5. Location of Project(street address):
340 Goodland Road
City: Near Leland County: Brunswick
6. Directions to project(from nearest major intersection): From the int. of US74/76 and Hwy 17, South on Hwy
17 to Snowfield Road, west on Snowfield Road to Goodland Road, approx. 0.3mi west to site on North.
7. Latitude: 34'1015" Longitude: 78°04'34" of project
8. Contact person who can answer questions about the project:
Name: Michael L. Merritt Telephone Number: 910.383.2604
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X 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 number And its issue date (if known)
Form: SWU-101 Version3.99 Page 1 of

3. Specify the type of project(check one):
X L Density High Density Redevelop General Permit Other
W P y'p Pis/r7
4. Additional Project Requirements(check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
I. 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.
Curb and gutter collection system with a wet detention pond for on-site treatment in addition to water quality swales.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 8.22 acres 4. Project Built Upon Area: 21 %
5. How many drainage basins does the project have? I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as b low.
D e
Basin Information Overall Pond I
Receiving Stream Name T Town Creek Rattlesnake Branch Town Creek Rattlesnake Branch
Receiving Stream Class C, Sw C, SW
Drainage Area 8.22 4.85
Existing Impervious* Area 0
Proposed Impervious* Area 1.74 1.45
Impervious* Area(total) 21% 30%
Impervious* Surface Area Overall Pond
On-site Buildings 55,250 sf. 1.27 ac. 42,500 sf. 0.98 ac
On-site Streets 20,473 sf. 0.47 ac. 20,473 sf. 0.47 ac
On-site Parking 0 0
On-site Sidewalks 0 0
Other on-site 0 0
Off site 0 0
Total: 75,723 s . ft. 1.74 acres Total: 62,973 s . ft. 1.45 acres
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideivalka, gravel areas, etc.
Form: SWU-101 Version 3.99 Page 2 of

7. Flow was the off-site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS **
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a'table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 4.250 square feet of anv lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in,piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess area of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and persons
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 SWU-102 Wet Detention Basin Supplement
Form SWU-I03 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-I06 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form: SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form &40
• One copy of the applicable Supplement Form(s) for each BMP #f I-1_
• Permit application processing fee of$420 (payable to NCDENR) .4 (4i4w
• Detailed narrative description of stormwater treatment/management W LAO
• Two copies of plans and specifications, including: M�k
-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 submittal authority to another individual or firm so that they may provide information on your
behalf, please complete this section:
Designated agent(individual or firm): Cape Fear Engineering
Mailing Address: 151 Poole Road, Suite 100
City: Belville State: NC Zip: 28451
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
1, (print or type natne of person listed in General Information, item 2) Michael L. Merritt
certifv 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, an hat the proposed project complies with the requirements of 15A
NCAC 2H .100
Signature: Date: S 3�0�
Form: SWU-101 Version 3.99 Page 4 of 4

(-Iij I07- { rev-Su���, Permit No.,%)60 070 2 32
// (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 discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirem ity factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION ►t6r�NR -
"�a4 wq
Project Name The Village @ Cypress Bay
Contact Person : Michael Merritt Phone Number: (910 ) (910) 38 -
Number of Lots: 13 Allowable Built Upon Area Per Lot*: 4,250 sq. ft.
*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.
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 calculations 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 dived 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 Lots
Calculation:
(8.22*.3)-0.47
=13 0.1535 ac. = 6688 sq. ft. per Lot.
USE 4,250 square feet per lot BUA
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. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applica is Initials
_a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. 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 by DWQ within 30 days of
platting and prior to sale of any lots.
C. 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).
[15A NCAC 21-1 .1007(2)(b)]

� Permit No.,YW8 070232
be'; /te-,/, # Z 4 (to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: The Villacge @ Cypress Bay
Contact Person: Michael L. Merritt Phone Number: (9 10) 383.2604
For project with multiple basins, specify which basin this worksheet applies to: N/A
elevations
Basin Bottom Elevation 12.0 ft. (;door of the basin)
Permanent Pool Elevation 16.5 ft. (elevation of the orifice)
Temporary Pool Elevation 17.4 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 5,891 sq. ft. (water surface area at the orifice elevation)
Drainage Area 4.85 ac. (on-site and off-site drainage to the basin)
Impervious Area 1 .45 ac. (on-site and off-rile drainage to the basin)
volumes
Permanent Pool Volume 6E3-&78-TIT cu. ft. (combined volume of main basin and_forebay)
Temporary Pool Volume �� 6 cu. ft. (volume detained above the permanent pool)
Forebay Volume 2 � cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA 2.5 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1 .0 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall I in.
Design TSS Removal 2 90 % (minimum 85% required)
Form: SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
1 When using the Division SA/DA tables,the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious%and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties,the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section:
15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Appli ants Initials:
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
fOJ k b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow
calculations)
AKA £ The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
Akk h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
kk M i. Vegetative cover above the permanent pool elevation is specified.
/IA j. A trash rack or similar device is provided for both the overflow and orifice.
k.. A recorded drainage easement is provided for each basin including access to nearest right-
of—way.
L If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
tN�m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does n incorporate a vegetated filter at the outlet.
This system (check one) 0 does does no incorporate pretreatment other than a forebay.
Form: SW U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning .
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.)
The measuring device used to determine the sediment elevation shall be as such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 13.125 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 14.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the bla��ks.
Permanent Pool Elevation = 16.5
Sediment Removal Ele ation = 14.25 75% Sediment Removal Elevation = 13.125 757
-------------
Bottom Elevation = 13.5' 25% Bottom Elevation = 2.0 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
Form: SWU-102 Rev 3.99 Page 3 of 4

I acknowledge and agree by my signature below that I am responsible for the performance of the seven maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Michael L. Merritt
Title: Member/Manager
Address: 14 1 A Old Fayetteville Road, Leland, NC 2845 1
Phone: (91 O) 383- 1044
Signature: eA
Date: tj I IAJ D
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of
County of do hereby certify that
personally appeared before me this day of ,and acknowledge the due
execution of the foregoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Form: SWU-102 Rev 3.99 Page 4 of 4

06-07-'07 11:57 FROM-9103831045 9103831045 T-192 P004/007 F-994
GENERAL POWER OF ATTORNEY
BE IT KNOWN,that Midjael L.Merritt of Snow Creek Group LLC made and appointed,
and by these presents does make and appoint Arifta A. La6ans true and lawrul attorney
for him and In his name,place and stead,giving and grenting to said attorney,general
and limited power and authority to do and perform all and every act and thing whatsoever
requisite necessary to bra done in and about the premises ss fully,to all Intents and
purposes,as could be done If personally present,with full power of substitution and
revocation,hereby rang and confirming all that said attorney shall lawful do or cause
to be done by virtue hereof, I'.
It N66S WHEREOF,I have hereunto set my hand and Deal this��'1 day of
2
Signed,sealed and delivered In the presence of
Wit Mic el L. Marr t
Witness 415)
State of North Carolina
sa.
County of Brunswick
The foregoing Instrument was acknowledged by me this Zl±day of�'"+ .2001 By:
Michael L_Merritt who Is/are personalty known by me or who hasmave produead:
personal knowledae as Identification and who did not take an oath. Ilil//p�/V'''
a ?-NOT A -
otry 0
State of North Cam W-Nha _
MY Commission Expires: March 27,2012
CO ``

STATE OF NORTH CAROLINA
BRUNSWICK COUNTY
On this 21 st day of June, 2007, personally appeared before me, the said named Andrea
Larkins to me known and known to me to be the person described in and who executed
the foregoing instrument and she acknowledged that she executed the same and being
duly sworn by me, made oath that the statements in the foregoing instrument are true.
My Commission Expires: March 27, 2012
`````�a��\atuniptnipiivej
� JAMS
, 01AjR �`� % . Scott Kennedy, Jr.
_ = Notary Public
/�1/Zii��h`t N'M^lam

CAPE FEAR D
Engineering, Inc.
151 Poole Road,Suite 100
BeMile,NC 28451
TEL [phone]"
FAX (810)38&1045
www.capefearengineering.com
Transmittal
To: NCDENR — Water Quality Date: June 21, 2007
Environmental Manager File: 812-03 "36"
512 N. Salisbury Street Subject: Village @ Cypress Bay
Raleigh, NC 27604 Revised Stormwater Application
Attn: Paul Bartlett SW8 070232
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review/ Action/ Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
2 Revised Low Density Supplement
2 Revised Wet Detention Basin Supplement
2 Revised calculations Wet Pond Calculations
REMARKS
If you have any questions, please contact our office at [phone].
Thanks
CC: Cape Fear Engineering, Inc.
File (812-03 "36") Signed Y1 Oe& ^�, to
Mark Brown EI
Trans ncdenr 5-30-07

d�FCAPE FEAR
Engineering, Inc.
June, 20 2007
RECFfNt
N Paul
T. Bartlett, P.E. JUN 2 5 1p01
512 N. Salisbury Street O7b
Raleigh, NC 27604
RE: The Village @ Cypress Bay at Maritime Shores
Stormwater Project No. SW8 070232
Brunswick County
Mr. Bartlett:
Please find the enclosed response to your request for additional information in your letter
dated June, 15 2007 for the above referenced project.
1. The Low Density Supplement is included.
2. A note has been added on Sheet SW-2.
3. A riser box has been added to the pond, see detail on Sheet SW-2.
4. The temporary pool volume has been corrected on the calculations and
supplement. The orifice size has also been updated.
5. Please reference the plans for corrections; JB-2 has been removed.
6. A level spreader has been added to the riser box outlet on Sheet SW-2.
If you have any questions or require additional information, please contact this office.
Sincerely, /
Mark Brown, E.I.
151 Poole Road,Suite 100 • 3elville,NC 2&451 • TEL:[phone] • FAX:[phone]
www capefearengineering.com

F NArF
f3 R Michael F.Easley,Governor
�� OG
y William G.Ross Jr.,Secretary
r North Carolina Department of Environment and Natural Resources
Q Alen W.Klimek,P.E.Director
Division of Water Quality
June 15, 2007 G
Mr. Michael L. Merritt, Member/Manager O�a �3 at3�0a
Snow Creek Group, LLC RECEIVE
141A Old Fayetteville Road
Leland, NC 28451 JUN 19 209?L"'
Subject: Request for Additional Information
Stormwater Project No. SW8 070232
The-Village @ Cypress Bay
Brunswick County
Dear Mr. Merritt:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Village @ Cypress Bay on March 21, 2007 and a revised application on June 6, 2007. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. Please provide a completed, original form SU-104 (Low Density Supplement) with your
signature, initials, and date.
2. Please increase the height of the forebay baffle to the temporary pool elevation, at a
minimum, to provide a 3:1 L:W flow path ratio in the pond that includes the temporary
pool volume..
3. As previously requested, please provide an outlet structure (box or riser), in accordance
with recommended design guidance in the current 1999 BMP Manual and detail that
includes the inlet orifice and outlet configuration at the temporary pool. The proposed
detail on Sheet#SW-2 only illustrates an orifice pipe in wrapped stone with no outlet
structure (box or riser). A wrapped pipe is not an acceptable design for a discharge
structure.
4. Please clarify the: (a) proposed temporary pool volume, and (b) orifice diameter. It
appears from interpolating the stage-storage table in the calculations that the temporary
pool volume should be approximately 5800 cu ft vs the Proposed 8,168 cu It listed in the
calculations and supplement, which still meets the required volume of 5633 cu ft. The
lower TP volume results in a 1 to 1.5" diameter orifice for a 2 to 5 day draw-down. The
larger diameter is preferable to the proposed 0.5" orifice, which is likely to plug.
5. Please clarify/illustrate the location of JB-7 per the calculations. It appears to be JB-2
(label only) on Sheet#C-1.
6. Please clarify/illustrate on the plans the location of the level spreader that is detailed on
Sheet#SW-1.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 16, 2007, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee. N�o�rl1tCarona
�vatum�(�
Wetlands and Stormwater Branch 1617 Mail Serviu Center Raleigh,NC 27699.1617 Phone[phone]
Internet h2o.emstate.ncus 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone]
An Equal OpportunllylAOtrmebe Action Employer—50%Recyded110%Post Consumer Paper

Mr. Michael L. Merritt
June 15, 2007
Stormwater Application No. SW8 070232
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any Impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent.All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] X235.
Sincer y,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\NDDINFO\2007\070232.jun07
cc: K. Davis Fennell, P.E., Cape Fear Engineering, Inc.
Paul Bartlett
2

06-07-'07 .14:58 FAOM-9103831045 9103831045 T-182 F805/007 F-994
&-FtledAmwalRepoR
LIFTED LLABILYrY COMPANY F y=1007
ANNUAL REPORT Dowtdnmentormwoa0y.
NAME OF LiN11T8.D LtABR=COMPANY; 9eow 0=k9maF UC
STATE OF INCORP=tAT[CWt NC
SSCRETAR,XOFSTATERLL,x..P.IDNf M30 0802633
NATURE OF HUSDMW: Real,Fsaxk Development,Morkft do CmunNFiig
MXSTMWAGENI: Feknon,lmvldW rr
REOISTE2BOOFFICS MAILING ADDRESS; )41,40/dF"U6vllkRd,
,Lolmrd,NC 28451
RBOISiffit M OFT =STRWr ADDR&9S: 141-A 01d Fayea 11kAd
kakard,NC 284S1 Br mawkk Ced*
FRR CMAL OFPiCE'IRSPHONH NUM M (PIO)383.204
PRQICIPALOFFCE MAILING ADDRESS: 141 AOHFoystlavlRcRd
tekwANCM451
PR24MAL OFPICH 917=ADDRESS: 14)-A Old F"m Wile Rd
Iakmd AV 28451
MANAGHRSAOMAXIMMOANIZHRS:
Name:Sawn D,&mlan Name:MIdwl b,mcroft
2Pda.Mmxvr mle:mangov
Addreas: Address.
141 AOldFayefleI d 141 AOHAVxlavlWJU
Lelmra NC 28451 Lolopti NC 284 f 1
C MZ171FICATION OF ANNUAL AEPORT MUST HE COWLS=BY ALL LWTHU LL4HILITy COMPANmS
goo omwaa _ 2OG70410
PORM MUBC BE cow BY MANAbRRRNRMBRR DATE
sCBltsaaplgR M6nw
TYPR OR PRIlVT NAME __ TYPB 051,PRWfTiTTS
ANNUAL RMRT PLC;L4Peid 9eetchy al BGm•porperygwp Drvain•Poe OMW BOe 29525•R W$%NC 2762"M
IIIl��I�IIf� IIlII�pll�1�1� Illlllll�l�J�II1��11

State of North Carolina
Department of Environment and Natu al Resources
Division of Water Quality
Wetlands and Stormwater Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 6/15/07 No. of Pages: 3 (Incl. Cover)
To: Davis Fennell From: Paul Bartlett
Company: Cape Fear Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone] X235
DWQ Stormwater Project Number: SW8 070232
Project Name: The Village @ Cypress Bay
MESSAGE:
Davis,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Merritt, and a copy will be mailed to you.
If you use a courier service, please send to my attention at:
NCDENR— Div. Of Water Quality
Archdale Building, 12`h floor, Room1209E
512 N. Salisbury St.
Raleigh, NC 27604
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2007\070232.jun07
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer

W ATFRQG Michael F.Easley,Governor
William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
p Y Alan W.Klimek,P.E.Director
Division of Water Quality
June 15, 2007
Mr. Michael L. Merritt, Member/Manager
Snow Creek Group, LLC
141A Old Fayetteville Road
Leland, NC 28451
Subject: Request for Additional Information
Stormwater Project No. SW8 070232
The Village @ Cypress Bay
Brunswick County
Dear Mr. Merritt:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Village @ Cypress Bay on March 21, 2007 and a revised application on June 6, 2007. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to'continue the stormwater review:
l6a provide a completed, on inal.form SU-104 (Low Density Supplement) with your
1.signature, initials, and date.
2. Please increase the het ht a forebay baffle to the temporary pool elevation, at a
minimum, to provide a1 L: �flow path ratio in the pond that includes the temporary
pool volume..
3. As previously requested, please provide an outlet structure (box or riser), in accordance
with recommended design guidance in the current 1999 BMP Manual and detail that
'J includes the inlet orifice and outlet configuration at the temporary pool. The proposed
detail on Sheet #SW-2 only illustrates an orifice pipe in wrapped stone with no outlet
structure (box or riser). A wrapped pipe is not an acceptable design for a discharge
structure. a
4. Please clarify the: (a) proposed to .porary pool volume, and (b) orifice diameter. It
/ appears from interpolating thgllr.5Y­
gXTable in the calculations that the temporary
rv/ pool volume should be appro c ft vs the proposed 8,168 cu ft listed in the
calculations and suppleme e the required volume of 5633 cu ft. The
lower TP volume results i a eter orifice for a 2 to 5 day draw-down. The
arger diameter is prefera proposed 0.5" orifice, which is likely to plug.
Please clarify/illustrate the location of JB-7 per the calculations. It appears to be JB-2
.label only) on Sheet#C-1.
6 Please clarify/illustrate on the plans the location of the level spreader that is detailed on
Sheet# SW-1.
Pie se note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 16, 2007, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required pitems,
including the application fee. Nop`ncarolma
Naturally
Wetlands and Storm eater Branch 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone]
Internet: h2o.encstate.nc.us 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer-50%Recycled110%Post Consumer Paper

Mr. Michael L. Merritt
June 15, 2007
Stormwater Application No. SW8 070232
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] X235.
Sincer y,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2007\070232.jun07
cc: K. Davis Fennell, P.E., Cape Fear Engineering, Inc.
Paul Bartlett
2

t
Wetland Map
JOA 6 2�p1
go
Go�

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id,SAW-2007-430-010 County: Brunswick U S.G.S Quad: Winnabow
i
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: William Ford �•^{
Address: 3964 Castle Drive
Groveoort.OH 43125
Telephone No.: � 0 �•V f
Property description:
Size(acres) anpx.8 Nearest Town Belville
Nearest Waterway UT to Town Creek River Basin Cape Fear
USGS HUC 03030005 Coordinates N 34.1727 W 78.0765
Location description The parcel is located at 340 Goodland Road,near an UT to Town Creek,south of Belville,NC:
Indicate Which of the Following Api)
A. Preliminary Determination
Based on preliminary information,there maybe wetlands on the above described property We strongly suggest you have j
this property inspected to determine the extent of Department of the Army(DA)jwisdiction To be considered final,a j
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part 331)
H. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or j
our published regulations,this determination may be relied upon for a period not to exceed five years liom the date of this
notification
i
There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,this determination may be
relied upon for a period not to exceed five years from the date of this notification,
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload,the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation,you may wish to obtain a consultant. To be considered final,any delineation must be verified by the Corps
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly i
suggest you have this delineation surveyed. Upon completion,this survey should be reviewed and verified by the Corps
Once verified,this survey will ptovide an accurate depiction of all areas subject to CWAjurisdiction on yew ptopetty
which,provided there is no change in the law or our published regulations,may be relied upon for a period not to exceed
five years,
I
_ the wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations,this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S.,to include wetlands,present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344) Unless there is a change in the law or our
published regulations,this determination may be relied upon for a period not to exceed five year s from the date of this j
notification. j
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington,NC,at(910)796-7215 to determine
their requirements.
Page 1 of 2

Action ID: 6aw•�o'a. N30-010
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act(33 USC§ 1311) If you have any questions regrading this
determination and/or the Corps regulatory program,please contact Jennifer Frye at 910-251-4921
C. Basis For Determination
Please be aware that this property contains non-iurisdictional isolated wetlands. Please contact the North Carolina
Division of Water Quality at(919)733-1786 to discuss the State's regulations and requirements for these waters. It was
determined that these wetlands is not bordering neighboring or contiguous with any Section 404 iurisdictional waters..
D. Remarks
I
i
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B.above)
Ihis correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR part 331 Enclosed you will find a l
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr.Michael F Bell,Administrative Appeal Review Officer
CESAD-ET-CO-R
I
U.S.Army Corps of Engineers,South Atlantic Division
60 Forsyth Sneer,Room 9M15
Atlanta,Georgia 30303-8801
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for
appeal under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP,
Should you decide to submit an RFA form,it must be received at the above address by 42/2007
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence."
c
Cotps Regulatory Official: 7�
Date 02/022007 Expiration Date 02/0 12012
the Wilmington District is committed to providing the highest level of support to the public To help us ensure we continue to
do so,please complete the attached customer Satisfaction Survey or visit
h://www.saw.usace.armv.mil/WETLANDS/index.html//www.saw.usace.armv.mil/WETLANDS/index.html to complete the survey online
Copy tarnished:
Noelle Lutheran,DENR-DWQ,Wilmington Regional Office, 127 Cardinal Drive Ext,Wilmington,NC 28405
Land=M-anagen ent Group, Inc., PO Box 2522, Wilmington,NC 28402
Harper Peterson, Snow Creek Group, 212 Orange St, Wilmington,NC 28401
Jumping Bear;LLC, 1019 Mar shside Way, Belville,NC 28451
Page 2 of 2

05/08/2007 17:41 9197339612 WET AND SH20 BRANCH PAGE 06/86
'ccA» INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
in accordance with Title 15 NCAC 21-1.1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density
Residential Subdivisiohs 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 design criteria used to size the stormwater control facility. The
following deed restrictions and covenants must be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure onggoing compliance with State
Stormwater Management Permit Number�Wlb MID -3a 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 'V ASO 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 and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
Note: If the BUA per lot varies, please substitute the following paragraph for the
one above and provide a.complete listing of the proposed BUA for each lot:
The maximum allowable built-upon area per lot Is as follows:
Lot# BUA Lot# BUA Lot# BUA
These allotted amounts include 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 and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This
may be accomplished through a variety of means including roof drain gutters which
drain to the street, grading the lot to drain toward the street,•or grading perimeter swales
to collect the lot runoff and directing them into a component of the stormwater system.
Lots that will naturally drain into the system are not required to provide these additional
measures.
FIVE _
� JUN 0 6 2007 1�
13Ys� � a23

STATE OF NORTH CAROLINA
BRUNSWICK COUNTY
I, H. Scott Kennedy. Jr. a Notary Public of New Hanover County, North Carolina, certify
that Andrea S. Larkins personally appeared before me this day, and being duly sworn,
stated in her presence Michael L. Merritt (signed the foregoing instrument)
( (Strike out the words not
applicable.)
WITNESS my hand and official seal this the 3151 day of May, 2007.
\� i6ls�li�ip;1) 641,
Oxx\��N�y/gyy otary Public
,Q :.••• ••• My commission expires: March 27, 2012
r3' �OSARy
m•2 PUS,% =fi
...........0 rjo
% '4NOV E91\\\\xNO"
CEIVSV
SUN 0 6 2001
gY:-

gm� CAPE FEAR
''o Engineering, Inc.
151 Poole noe .Suite 100
NNillo,NC 2V51
TEL [phone]"
FAX [phone]
www.cape fearengineering,com
Transmittal
To: NCDENR — Water Quality Date: May 30, 2007
127 Cardinal Drive File: 812-03 "36"
Wilmington, NC Subject: Village @ Cypress Bay
Stormwater Application
Attn: Paul Bartlett
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review/ Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
2 Revised Stormwater Control Plan
2 Revised calculations, supplement, and application
'1001
gY
REMARKS
If you have any questions, please contact our office at [phone].
Thanks
CC: Cape Fear Engineering, Inc.
File (812-03"36") Signed ,'/ /j w, fs
�ya ,//W
Mark Brown, EI
Trans ncdenr 5-30-07

CAPE FEAR
Engineering, Inc.
May, 29 2007
rr -
Paul T. Bartlett, P.E.
NCDENR
512 N. Salisbury Street
Raleigh,NC 27k4
r. Q �
RE: The Village @ Cypress Bay at Maritime Shores
w Bruns Project No. SW8 070232 ��a
Brunswick
County
Mr. Bartlett:
Please find the enclosed response to your request for additional information in your letter
dated April 330, 2007 for the above referenced project.
✓1. The wetlands have been evaluated by a qualified professional. A copy of
the wetland determination is included.
S L� Included.o„ v �' The address of the project has been corrected in the permit.
4/See below.
V (/ ! Wetland species planting chart has been added to Sheet
S W-2.
10' shelf on the pond has been labeled "vegetated" on the
S detail and in the plan view.
�� ba ,51'-A new pond design has been completed that reflects a 3:1 ratio, new
0 R—= calculations and supplement are attached.
µof The Vicinity Map has been updated on all sheets.
7. See below.
a. Seasonal High Water Table and Hydraulic Conductivity
have not been determined, but we will install a clav key or
-� slurry wall t4_prevent the wetlands from ma vertently
emg drained.
G 8. The attached template has been signed notarized and dated.
9. The owner of the property is Snow Creek Group, LLC with Michael L.
Merritt as the Managing Member. All the documents have been revised
and use Michael L. Merritt as the signing Managing Member.
151 Poole Road,Suite 100 • 13elville,NC 25451 • TEL:[phone] • FAX:[phone]
www ca pefea rengineering.com

10. See below.
a. The calculations have been corrected to show 13.5 as the
bottom elevation for the fore-bay.
b. The orifice elevation has been labeled to read permanent
pool.
������ c. The pond is oversized and can hold the 100 year storm with
Uu((( ( ed �" ^� r no discharge. Therefore an outlet device (i.e. box or riser)
t-Y-t/- `�--9 pap / other than an orifice and emergency spillway is not needed.
j ch lot size has been labeled on Sheet SW-1.
etc✓ he wetlands have been labeled on Sheet SW-l.
cffVA Ter,
If you have any questi ns or require additional information, please contact this office.
Sincerely,
Ack Qrea�
Mark Brown, E.I.

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Re: maritime Shores
Subject: Re: maritime Shores
From: Paul Bartlett <[e-mail]>
Date: Mon, 07 May 2007 10:23:08 -0400
To: Linda Lewis <[e-mail]>
Linda,
Thanks Linda. They are spread out by > 1 mile and there are numerous other owners
between sites, including SW8060238 Grayson Park- Phases lA & 1B issued to Maco Road
Partners, LLC (no apparent affiliation to Canopy Group and Berkshire Coincidence for
Maritime Shores per NCSOS) . But who knows? Maritime Shores may fill in the blanks
between current sites to expand. I'll continue with reviewing each separately, and,
as you suggested, I'll call the applicant regarding a Master Plan application for
Maritime Shores.
Paul
Linda Lewis wrote:
Paul:
It's really hard for me to tell how close these projects really are. Do you think
the applicant owns all of the property in between these projects, too? It seems to
me that they are pretty spread out, and they already have separate permits that are
being modified. The rules do require a Master Plan approval, and there's no harm in
contacting the applicant and asking them about the status of the Master Plan and
making them aware of the requirement that it be permitted. The rules cite for
Master Plans is NCAC 2H.1003 (h) (3) .
Linda
1 of 1 5/10/2007 12:00 PM

Maritime Shores projects_051151,060134,060270
Subject: Maritime Shores projects_051151, 060134, 060270
From: Paul Bartlett <[e-mail]>
Date: Wed, 02 May 2007 11:03:28 -0400
To: Linda Lewis <[e-mail]>
Linda,
I just sent you a FAX with 3 site locations shown on 1 map (sites 1.5 mi apart) .
Harper Peterson signed all 3 as member/manager (Canopy Group, LLC for 060134 & 060270
& Berkshire Coincidence, LLC for 051151) . Can we do a Master Plan if sites not
contiguous? Do we issue a Master Plan to both LLCs or have them pick one?
Paul
1 of 1 5/10/2007 12:01 PM

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wetlands and Stormwater Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 5/2/07 No. of Pages: 3 cl. C er)
To: Linda Lewis From: Paul Bartlett
Company: DWQ - WiRO Water Quality a ion - Stormwater,
FAX #: [phone] FAX #: [phone]
Phone #: [phone] X235
DWQ Stormwater Project Number: SW8 051151 Mod, 060134Mod, 060270
Project Name: Maritime Shores: Spring Lake, Oak Creek, Cypress Bay
MESSAGE:
Linda,
You raised a question regarding a Maritime Shores Master Plan for the 3 above projects
on a note you attached to the 051151 file.
Attached is copy of Winnabow Quad section and a cut & paste of vicinity maps from
each above applicationP The 3 sites are not contiguous & are approx. 1.5 miles from
each other. Harper Peterson (aka Harold W. Peterson, Jr.) is the signing official for all
applications as a member/manager for Canopy Group, LLC (060134 & 060270) and
Berkshire Coincidence, LLC (051151).
It would be easier to track Maritime Shores projects if there were a Master Plan, but
does the site separation prevent us from doing that? If we go with a Master Plan do we
issue it to both LLCs or get them to select one LLC as the applicant? What do you
think?
Current review status for the 3 applications:
060270Mod —Al Request issued 4/19/07; no response yet
051151 Mod — review being done today (deadline 5/9)
060134Mod — may start today & will complete when I return to office 5/7 (deadline 5/9)
Thanks
Paul
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer

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State of North Carolina 71f
� 1
Department of Environment and Natural Resources to S
Division of Water Quality
Wetlands and Stormwater Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 4/30/07 No. of Pages: 4 (Incl. Cover)
To: Davis Fennell From: Paul Bartlett
Company: Cape Fear Eng. Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone] X235
DWQ Stormwater Project Number: SW8 070232
Project Name: The Village @ Cypress Bay
MESSAGE:
Davis,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Peterson, and a copy will be mailed to you.
If you use a courier service, please send to my attention at:
NCDENR — Div. Of Water Quality
Archdale Building, 12th floor, Room1209E
512 N. Salisbury St.
Raleigh, NC 27604
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2007\070232.apr07
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer

c WATF
CEO•: RO Michael F.Easley,Governor
YWilliam G.Ross Jr,Secretary
r North Carolina Department of Environment and Natural Resources
� 1
Q Y Alan W.Klimek,P.E.Director
Division of Water Quality
April 30, 2007
Mr. Harper Peterson
Snow Creek Group, LLC
141A Old Fayetteville Road
Leland, NC 28451
Subject: Request for Additional Information
Stormwater Project No. SW8 070232
The Village @ Cypress Bay
Brunswick County
Dear Mr. Peterson:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Village @ Cypress Bay on March 21, 2007. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
1/ Please provide a copy of the Corps of Engineers' wetlands determination, and if it is not
r/ available, please provide a copy of the.consultants' wetlands delineation, including the
off ite area at the property's western boundary adjacent to the proposed pond.
BiIJ RI ase provide oriqinal signatures and initialed pages for the 3/21/07 submittal of forms
SWU 101. (application) and SWU-102 (wet poYl
p0ement). /
pU�"t
Please provide street or r�oad�addr�ess in S .5 o�f,th� apIca(tio
1/ 4. lease: specify po level I spre egetat�and/the�wetlartd sD�c to�bej� /
plante on the 10:1 sh no s or weeping love grass); (b) add "vegetated" to the
10:1 shelf label on the Pond Section, Sheet*SW-2, and illustrate/shade and add a label
"10' wide vegetated shelf' to the pond's plan view on Sheett#SW-2.
'� 5. Please provide a 3:1 L:W flow path ratio in the pond.
a ter .
Please add the nearest intersection of two major roads to a legible vicinity map. A major
road is any 1, 2 or 3 digit NC, US or interstate highway.
Please provide: (a) a soils report for the pond area adjacent to the wetlands, that
�AOJItl ' - ipcludes seasonal high water table and hydraulic conductivity; and (b) demonstrate that
-, butt etthe pond's temporary pool volume will not be compromised by either draining the
e(
"�I/I� adjacent wetlands and/or by the SHWT. (Proposed PP elevation = 16.5' & wetlands at
19' elevation per plans).
8. Please provide: (a) a copy of the proposed deed restrictions to include all required
/ conditions and limitations; or (b) a completed original of the attached template signed,
notarized, and dated.
NmYhCarollna
. r/ at11r1711!f
Wetlands and Stormwater Branch 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone]
Internet h2o.encstate.nc.us 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

Mr. Harper Peterson
April 30, 2007
Stormwater Application No. SW8 070232
9,.,{. Please provide documentation that you are a member of the member-
I I anage�n� Creek Group, LLC. Records on file with the NC Dept. of
A' �easecc
ta of State on y list you as an agent.
10. anfy rovide the proposed pond for he long ite (a) they i�
forebay botto elevation is labeled/illustrated as 13.5' on Sheet #SW-2 — rf
plan view and section detail and 12.5' is used in the calculations; (b) label c.� t
the orifice invert elevation as the permanent pool; and (c) provide an outlet f�
structure and detail that-includes the inlet orifice and outlet configuration at
the temporary pool�-The proposed detail on Sheet #SW-2 only-illustrates
X n orifice pipe' n wrapped stone with no out) t structure-(box or riser)
N 11. Please label the size of each lot in square eet b,gec�s�id the lot number label
on'Sheet#SW-1. Y
1 Please label the square feet of the 2 wds areas within the proposed
roje5t are on Shee #SW-1.
(���,�.,,� J3 cc� v� G—( b•.�e
lease note hat this request for additional information is m response tL preliminary
review. The requested information should be received by this Office prior to May 31,
2007, or the application.will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] X235.
Since ely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2007\070232.apr07
cc: K. Davis Fennell, P.E., Cape Fear Engineering, Inc.
Paul Bartlett
2

cc A » INFORMATION PERTAINING TO DEED RESTRICTIONS
ti AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density
Residential Subdivisions where lots will be subdivided and sold. Deed restrictions and
protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater control facility. The
following deed restrictions and covenants must be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number 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 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 and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
Note: If the BUA per lot varies, please substitute the following paragraph for the
one above and provide a complete listing of the proposed BUA for each lot:
The maximum allowable built-upon area per lot is as follows:,
Lot# BUA Lot# BUA Lot# BUA
These allotted amounts include 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 and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This
may be accomplished through a variety of means including roof drain gutters which
drain to the street, grading the lot to drain toward the street, or grading perimeter swales
to collect the lot runoff and directing them into a component of the stormwater system.
Lots that will naturally drain into the system are not required to provide these additional
measures.

E Filed Anauel Report
12-0-7821689
LIMITED LIABILITY COMPANY Foryew 2007
ANNUAL REPORT Do nat"eatermanuallx
NAME OF LIINPTED LIABI ITY COMPANY: Snow Creek Group,LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L L.P.ID NUMBER 0802633
NATURE OF BUM4839: Real Estate Development,Marketing&Consulting
REGISTERED AGENT: Pekrson,Harold W.Jr
REGISTERED OFFICE MAILING ADDRESS: 141 A Old Fayenmlk Rd.
Leland,NC 28451
REGISTERED OFFICE STREET ADDRESS: 141,4 Old FayeneWlle Rd.
Letmed,NC 28451 Brunswick County
PRINCIPAL OFFICE TELEPIM NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 141 A Old FayettevlAe Rd
Leland,NC 28451 J'T
PRINCIPAL OFFICE STREET ADDRESS: 141 A Old Fayrnewile Rd. <<1l✓� t���
Leland,NC 28451 GD O rL7)
J&uo
MANAGERSATWBE RWORGANQ.ERS:
Nwne:Sean D.&c lam Nome:,WA* ei L Merrini'l AAC+
17tk.Manager Titk:Mamger
Address: Address:
141 A Old FayetwWl/e Rd. 141 A Old Faycnevllk Rd
Leland,NC 28451 Lelwdd NC 284$1
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LMMED LIABILPPY COMPANIES
Soon Smim
20070410
FORM MUST BE SIGNED BY A MANAOER/MEMBER DATE
Sean'Soflnlon molms r
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE:E.Pnid Seaet"of Stvia•Omo amam Divium•Pad Offim Box 29525•Rald$ ,NC 27626-0525
IIIIIIIIItlllll Illllllli I II I III IIII II IIIIIIIIIIII I III

North Carolina Secretary of State Ind f� Page 1 of 1
P
North Carolina
a r :.
c i J ^.
Elaine F. Marshall DEPARTMENT OFTl1E
k
� Secretary SECRETARY OF STATE
PO Box 29622 RaleitJh, NC 27626-0622 [phone]
CORPORATIONS Date: 4/26/2007
Corporations Home Click here to:
Search By Corporate Name View Document Filings
Search For New Corporation Print apre-populated Annual Report Form I Annual Report G
Search By Registered Agent
Important Notice Report I
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Non-Profit Reports NC Snow Creek Group, LLC Legal
Verify Certification
Online Annual Reports Limited Liability Company Information
LINKS& LEGISLATION SOSID: 0802633
KBBE B2B Annual Reports Status: Current-Active
SOSID Number Correction Date Formed: 9/15/2005
2001 Bill Summaries
Citizenship: Domestic
1999 Senate Bills
Annual Reports 1997 State of Inc.: NC
Corporations 1997 Duration: Perpetual
Register for E-Procurement
Dept. of Revenue Registered Agent
ONLINE ORDERS gent Name: Peterson, Harold W., Jr
Start An Order Registered Office Address: 141-a Old Fayettville Rd.
New Payment Procedures Leland NC 28451
Registered Mailing Address: 141-a Old Fayettville Rd.
CONTACT US Leland NC 28451
Corporations Division Principal Office Address: 141-a Old Fayettville Rd.
Secretary of State's web site Leland NC 28451
Principal Mailing Address: 141-a Old Fayettville Rd.
TOOLS Leland NC 28451
Secretary of Statt
e
Printable Page
For questions or comments about the Secretary of State's web site, please send e-mail to webmaster.
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7821689 4/26/2007

SOS I D: 0802633
Date Filed: 9/5/2006 11:28:00 AM
P Elaine F. Marshall
1 North Carolina Secretary of State
LIMITED LIABILITY COMPANY ANNUAL REPORT 2006 I38 00220
NAME OF LIMITED LIABILITY COMPANY: Snow Creek Group,LLC
FISCAL YEAR ENDING: STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P.ID NUMBER: 0802633 FEDERAL EMPLOYER ID NUMBER:
NATURE OF BUSINESS: �'Na(
REGISTERED AGENT: Peterson,Harold W. ,Jr y d
REGISTERED OFFICE MAILING ADDRESS: 141-A Old Fayetteville Rd
Leland,NC 28451
REGISTERED OFFICE STREET ADDRESS: 141-A Old Fayetteville Rd
Leland NC 28451
I
SIGNATURE OF THE NEW REGISTERED AGENT:
` SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: g I O . 3 1 { - I c
PRINCIPAL OFFICE MAILING ADDRESS: 141--A Old Fayetteville Rd
Leland,NC 28451
PRINCIPAL OFFICE STREET ADDRESS: 141-A Old Fayetteville Rd
Leland,NC 28451
MANA<<GERS/MEMBERS/ORGANIZERS:
Name:'S(t,_h-D, '�j4)tcr,jO" Name: M((i )q61 L.111Lirr,+f Name:
Title: t1\Qivsloirlhwn aSc.- Title: l'(LLx� Ilnq pw .ar Title:
Addrass: t`It-A Ulu Fu�e4kU�lie ldsess: 1,41 - ck ot�R'4e4.1(Address:
City: Ct-kc,.,GI City:I-Lt4.,Ct act City:
State:tic- Zip: 2 gm;t State:Ne Zip: 2.'J L1S;7 1 State: Zip:
CERTIFICATION OF ORT LETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BESIGNED BY A MANAGER/MEMBER / DATE
MA
TYPE OR PRINT NAME TYPE OR PRIM TITLE
ANNUAL REPORT FEE: S200 MAIL TO: Se Tdary of State•Co,poraliotn Division•Post Office Box 29575•Raleig).NC 2762"525
IIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIiII!IIII'lIIIIIIIII

SOSID: 802633
Date Filed: 9/15/2005 8:00:00 AM
Elaine
State of North Carolina North Carolina
F. Marshall
Secretary
of State
Department of the Secretary of State C200525600200
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Snow Creek Group, LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both).
W. A. Raney, Jr., Organizer
P. O. Box 1049
Wilmington, NC 28402
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street: 212 Orange Street
City, State,Zip Code: Wilmington, NC 28401 County: New Hanover
5. •The mailing address, if different from the street address, of the initial registered office is:
6. The name of the initial registered agent is: Harold W. Peterson, Jr.
7. Principal office information: (Select either a or b)
a. ❑x The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street: 212 Orange Street
City, State, Zip Code: Wilmington, NC 28401 County: New Hanover
The mailing address, if different from the street address, of the principal office of the
corporation is:
b. ❑ The limited liability company does not have a principal office.

Check one of the following:
X—(i) Member-managed LLC: all members by virtue of their status as members shall be
f ,
managers of this limited liability company.
(ii) Manager-managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective.upon filing, unless a date and/or time is specified:
the 23'a day of Augast;2.005..
Snow Creek Grout), LLC
w . Signature
W. A. Raney, Jr., Organizer
Type or Print Name and Title
WAR\Corp\R05-194-001
NOTES:
Filing fee is$125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH,NC 27626-0622
,,•,.,,,,,dARevised January 2002) . . «� (Form L-0i)
^.N ,.,'.

i
CAPE FEAR
'j Engineering, Inc.
151 Po01e R.d.Suite 100
TEL [phone]
FAX(9)O)363-1045a5
www.capefearengineering.com
Transmittal
To: NCDENR — Water Quality Date: March 21, 2007
127 Cardinal Drive File: 812-03 "36"
Wilmington, NC Subject: Village @ Cypress Bay
Stormwater Application
Attn: Linda Lewis
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review/ Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
2 Revised Stormwater Control Plan
2 Design Narrative with Calculations
2 Original and One Copy of Application
2 Ori ' d One Copy of all Supplements
G 1
� � 3
REMARKS
If you have any questions, please contact our office at [phone].
Thanks
CC: Cape Fear Engineering, Inc.
File (812-03 "36") Signed P� V m 0— nL j uv` c-'
K. Davis Fennell, PE
f
r .�
MAR 2 1 ?q07
BY:
Trans ncdenr 3-19-07

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CAPE FEAR
Engineering, Inc.
March 19, 2007
Linda Lewis
Environmental Engineer
NC DENK-DWQ
127 Cardinal Drive Extension
Wilmington. NC 25405-3545
Re: The Village at Cypress Bay
Dear Ms. Lewis:
Due to an internal review where some minor calculation errors and discrepancies were found we
would like to substitute this revised set of plans for the above referenced project. This should save time
for everyone concerned.
We feel that this submittal is thorough and accurate for review and approval. Please contact me if
you require any clarification.
Siercl
K. Davis Fennell. P.E.
cc : Fde (5 1 2-03)
Enclosures
151 Poole Road,Suite 100 • Belville,NC 28451 • TEL:[phone] • FAX:[phone]
www.ca pefearengineering.com
.,Xn,YI).i r.,.,i.l i nluIC T I IAA'.[n:It'I rnJ:dru1, Lil1nAnr

' C200610800302
SOSID: 841522
Date Filed: 4/21/2006 11:11:00 AM
Elaine F. Marshall
North Carolina Secretan of Stale
ARTICLES OF INCORPORATION C200610800302
OF
CYPRESS BAY AT MARITIME SHORES OWNERS ASSOCIATION, INC.
In compliance with the requirements of Chapter 55A of the General Statutes of
North Carolina, the undersigned being of the age of eighteen years or more, does hereby make and
acknowledge these Articles of Incorporation for the purpose of forming a corporation not for profit
and does hereby certify:
ARTICLE 1.
NAME
The name of the corporation is Cypress Bay at Maritime Shores Owners
Association, Inc. (hereinafter called the"Corporation").
ARTICLE 2.
DURATION
The period of duration of the Corporation shall be perpetual.
ARTICLE 3.
REGISTERED OFFICE AND AGENT,PRINCIPAL OFFICE
The initial registered office of the Corporation and the principal office of the
Corporation is located at 141 A Old Fayetteville Road,Brunswick County, Leland,North Carolina
28451; the mailing address of the registered office and also the principal office of the Corporation is
141 A Old Fayetteville Road, Leland,North Carolina 28451; and the name of the initial registered
agent of the Corporation at such address is Harper Peterson.
ARTICLE 4.
PURPOSES AND POWERS
This Corporation does not contemplate pecuniary gain or profit to the members
thereof. No part of the net income of the Corporation shall inure to the benefit of any officer,
director or member of the Corporation. The specific purposes for which it is formed are to provide
for the maintenance, management,preservation and architectural control of that certain development
known as Cypress Bay at Maritime Shores as shown and described on the plats thereof recorded in
the Office of the Register of Deeds of Brunswick County,North Carolina, and any additions thereto
which maybe brought within the jurisdiction of the Corporation. The Corporation shall exercise all
of the powers,privileges,duties and obligations set forth in the Protective Covenants of Cypress
Bay at Maritime Shores(hereinafter"Covenants"),the Bylaws and the Non-Profit Corporation Act
of the State of North Carolina.
66334

C200610800302
ARTICLE 5.
MEMBERSHIP
Every person or entity,whether one or more,who is also an owner of a lot in
Cypress Bay at Maritime Shores,or the DECLARANT, shall be a Member. The foregoing is not
intended to include persons or entities that hold an interest merely as security for the performance of
an obligation.
ARTICLE 6.
BOARD OF DIRECTORS
The number, qualifications and method of election of the Board of Directors shall be fixed
by the Bylaws of the Corporation (the"Bylaws"). Until their successors are otherwise selected and
qualified as set forth in the Bylaws, there shall be two(2)Directors whose names and addresses are
as follows:
Sean D. Scanlon
1019 Marshside Way
Belville,NC 28451
Harper Peterson
212 Orange Street
Wilmington,NC 28401
ARTICLE 7.
DISSOLUTION
The Corporation may be dissolved with the assent given in writing and signed by not less
than two-thirds (2/3) of the members of each voting class. Upon dissolution of the Corporation,
other than incident to a merger or consolidation, the assets of the Corporation may be dedicated to
an appropriate public agency to be used for purposes similar to those for which this Corporation was
created or such assets may be granted, conveyed and assigned to any nonprofit corporation,
association, trust or other organization to be devoted to such similar purposes or after all of its
liabilities and obligations have been discharged or adequate provisions made therefore, or be
distributed as provided for by the Non-Profit Corporation Act of the State of North Carolina or may
be distributed as provided by the Planned Community Act of the State of North Carolina.
Dissolution shall conform to the terms and conditions of the North Carolina Planned Community
Act.
ARTICLE 8.
TAX STATUS
Notwithstanding any other provision of these Articles, this Corporation hereby elects tax-
exempt status under Section 528 of the Internal Revenue Code of 1986 or any corresponding
sections or provisions of any future United States Internal Revenue Law (the "Code"). This
66334 2

C200610800302
Corporation shall not carry on any activities prohibited by a corporation electing tax-exempt status
under Section 528. It is further provided that no distributions of income of the Corporation are to be
made to members, directors or officers of the Corporation, except that members of the Corporation
may receive a rebate of any excess dues and assessments previously paid to the extent permitted by
the Code and applicable law.
ARTICLE 9.
INCORPORATOR
The name and address of the incorporator of this Corporation is:
Peter A.Bynum
Murchison,Taylor&Gibson,PLLC
16 North Fifth Avenue
Wilmington,NC 28401
IN WITNESS WHEREOF, for the purpose of forming this Corporation under the laws of
the State of North Carolina, I, the undersigned, being the incorporator of this Corporation, have
executed these Articles of Incorporation this the 1 I1h day of April, 2006.
Peter A. Bynum,Incorporator
66334 3

Storm-Water and
Erosion Control
Narrative, Calculations and
Specifications
Subject:
Storm-Water Control and
Sedimentation and Erosion Control
for
The Village @ Cypress Bay,,,u keys LISP
�CEgvED
Brunswick County, North Carolina 1 Z001
MAR 2
Prepared for
Snow Creek Group, LLC •Z ja(CS ("4 (7�6�07j
141A Old Fayetteville Road
Leland, NC 28451
[phone]
Date: February 2007
Revised: March 2007 f
Prepared by
Cape Fear Engineering, Inc.
l 5 1 Poole Road, Suite 100
Bel.ille. ` orth Carolina 28451
(9l0) 383-1044

DESIGN NARRATIVE
1. GENERAL:
The project site is located on Goodland Road (SR 91523), approximately 1,600 feet east of its'
intersection with Snowfield Road(SR 1522), east of US Highway 17, within Brunswick County,
North Carolina. The project area to be disturbed is approximately 1.459 acres. Drainage
considerations are to be in accordance with DEM storm water requirements.
2. EXISTING SITE:
Site topography in the area is relatively flat for the most part with some slopes typically less than
three (3) percent. Vegetation consists primarily of grasses and minor ground cover. Subsurface
soils are typically a mixture of sands, silty sands and organics.
3. PROPOSED IMPROVEMENTS:
Proposed improvements consist of paved streets with concrete curb and gutter and the
infrastructure necessary for drainage and stout[-water control considerations
4. DRAINAGE CONSIDERATIONS:
Drainage to the site will be collected and routed to a storm-water pond as shown on the plans.
The ditch on the site, which is very flat, takes water from the northwest through a pipe under the
adjacent, existing dirt road onto the site. The ditch will be re-routed or "short cut" to the original
outlet along the western line of the property. The remainder of the ditch will be filled with soil
accumulated from the pond and "cutting" the road to grade, as shown on the plans. The
USACOE has visited the site and determined these ditches, and the wetlands existing on the site,
to be non-jurisdictional. The NCDWQ has acceptedjurisdictio_n over the wetlands but agreed that
the ditches may be filled., per r the letter attached.___
5. EROSION CONTROL CONSIDERATIONS:
The erosion control measures to be utilized for this project will be a gravel construction
entrance/exit, inlet protection and silt fence along the boundary of the -pocket" wetlands. A
storm-water pond %kill be utilized as a sediment trap during construction. After construction is
complete the sediment will be removed and properly disposed or. The pond %gill be re-graded to
meet storm-water specitications and exposed areas %%'ill be immediatel% seeded, fertilized and
mulched accordin_ to the appropriaue specitications. Once development is complete all disturbed

areas that do not have an established permanent ground cover will be seeded, fertilized and
mulched to the appropriate specifications. The site development will not include construction of
single-family homes by the developer. The lots will be sold and individual home-owners/home
builders will build on the individual lots.
6. MAINTENANCE CONSIDERATIONS:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant rain event. Any measure found not performing its intended
function, shall be repaired immediately. Upon completion of construction and establishment of
permanent ground cover, the owner shall be responsible for maintenance to ensure that there is
no sediment leaving the project site.

Page I of I
Howard Stocks
From: Christian Preziosi [[e-mail]]
Sent: Friday, September 08, 2006 4:15 PM
To: [e-mail]; [e-mail]
Cc: [e-mail]; [e-mail];
[e-mail]; [e-mail];
[e-mail]; [e-mail]
Subject: Ford a.k.a. Goodland Road Property -Wetlands Update
Hello all—
Per Sean's request, I am providing the following information related to the jurisdictional wetland determination on
the Ford Property (a.k.a. Goodland Road):
-LMG met with the Jennifer Frye of the USACE on 8-29-06
-Flagged wetland pockets were confirmed to be isolated wetlands and therefore non jurisdictional by the
USACE
-NC DWQ will assert jurisdiction over these areas—therefore the two wetland pockets will need to be located and
shown on subsequent site plans for stormwater and/or sediment& erosion control permit submittals
-The USACE did not assert jurisdiction over any of the ditches or the 'blue-line stream'
- I have contact Noelle Lutheran with NC DWQ...she is comfortable with accepting Jennifer's determination and
will not need to make a separate site visit to look at the ditches
- Proposed disturbances to isolated wetlands may require authorization by NC DWQ (please contact LMG should
you have further questions about impacts to isolated wetlands)
-Jennifer Frye will eventually issue written documentation of her determination—though this will likely take some
time considering the USACE's current backlog.
I hope this information is beneficial to those involved. Please let me know if there are any questions related to the
jurisdictional determination. Thanks—
Christian
Christian A. Preziosi
Wetland Section Manager
Lund Manasenrent Group, /ne.
LMG
P.O. Box 2522
Wilmington, NC 28402
phone: [phone]
fax: 910.452,0060
cell: 910.471.0515
ei!: cprezio ln:_ro;I IIcI

THE VILLAGE at CYPRESS BAY
Re uired Volume Calculations for Sediment and Erosion Control Measures
• Ace nuuo(I Co " Intensity f cak Fiow 5u, IWidth FDL7k,e6 Area Conversion' Vol Re cored De th Vol Provided Weir cluith
(�crcro) © I pn/br) "' Q Q (cis) Re cored(s .it) I[ ft Provided(s .ft) (acres) cu ft./ac. (caf0.) ft (cu.it) W(ft)
0.39 4.GG 6.79 3830 416G 1.45 3000 5220 6.0 G454 20
cubic f,et of stb:aye required Per acre of dsturbed laud
1: q.9;) -b (3.40 ac. X 0.15)]/4.85 ac.
in:.,:sn y trom l"I'l,. 5_4 0l the 199UN5141ICh COUN7P NORTH CAROLINA 5Cann W✓tee'Mdnrgemenr Mdnudl
l
P:\812\812-03\Calcs\sedtrapcalc-3-14-07

BRUNSWICK COUNTY STORM WATER PERMIT
CERTIFICATION FORTM
(Form SW-001)
Fame of Owner(Applicant) Snow Creek Group. LLC
Name of Contact Person Harper Peterson
Phone Number 910-616-1000
Email Address hpeterson3@.ee.rr.com
Name of Development The Village at Cvpress Bav
Parcel ID 07000070
Location of Development Approx. 1 mile east of the intersection of Goodland Rd and Snowfield
Who will legally be responsible for or own the development after construction?
Name Snow Creek Group, LLC
Address 141-A Old Favetteville Road Leland, NC 28451
Phone Number 910-616-1000
Email Address [e-mail]
L Total area disturbed by development does not exceed 9 acres.
2. Is the development Commercial?
Yes—File this form along with General Storm Water Permit Application Form (S W-003).
_X_No—Continue to Question 3
3. Is the disturbed area of development equal to or greater than I acre(43560 square feet)?
_X Yes-File this form along with a Storm Water Permit Application(SW-002 or SW-003).
No—Continue to Question 4.
4. Will the site be graded, filled,or excavated and thereby change the elevation of any location by an amount
exceeding four(4) inches?
X Yes—File this form along with a Storrs Water Permit Application(SW-002 or S W-003).
�No—Continue to Question 5.
5. Is the development or any related disturbance within the limits of a Riparian Buffer(within 30 feet of
the banks of the a natural stream or waterbody)?
Yes—File this form along with General Storm Water Permit Application Form (SW-003).
X No—If,you answered"NO"" to question 2 through 5 then this document
does not require a Brunswick County Storm Water Permit
Certification
1. i,4A o,L„ j "FL :t-- (print name) hereby certify the information included on this and attached
pages is true and correct to the best of ma knowledge.
Date
OPncial Use Onlc �[onn VCater Peonir No- Date r\ppro�td

ti'sy
BRUNSWICK COUNTY RESIDENTIAL STORK[ WATER PERiVIIT cna�
APPLICATION FORM
(Form SW-002, must be accompanied by completed Form SW-001)
Name of Developer _Snow Creek Group, LLC
Name of Contact Person _Harper Peterson
Phone Number _910-616-1000
Name of Development The Village at Cypress Bav
I. Is the development solely residential?
X Yes—This is the correct form, go on to next question.
_ No—You cannot use this form, go to the lion-residential Storm Water Permit Application Form
(Form S W-003)
2. What kind of residential development is this?
Single lot with one single-family residential structure
X_ Single-family residential subdivision with multiple lots
_ bfulti-family residential
_ Mobile home development
_ Assisted living/congregate care facilin
Other
3. Calculate pre-and post-development Storm Water runoff from the development for the 1-year, 24 hour storm
with one of the approved methods specified in the Brunswick County Water Management Manual.
Pre-development peak runoff 2.93_cfs(l-year,24-hour storm)
Post-development peak runoff_0.98_cfs(I-year, 24-hour storm)
4. Does the post-development peak flow exceed the pre-development peak flow? ([-year, 24-hour storm)
_Yes— Implementation of an approved flow control Best management Practice(BbIP) is required to
reduce peak flow to pre-development peak before continuing to next question.
X No—A flow control BMP is not required for this development. Continue to next question.
5. Does the development meet one or both of the following criteria: 1)the post-development peak runoff is less
than 5 percent greater than the pre-development peak runoff(for the I year, 24-hour storm) or 2)the overall
impervious surface is less than fifteen percent and the remaining pervious portions of the site are utilized to the
maximum extent practical to convey and control the Storm Water runoff.'
_X_Yes—A flow control BMP is not required for this development but the Brunswick County Storm
Water .Administration must approve a variance. Continue to nest question.
_No—Implementation of an approved flow control Best management Practice (BMP) is required to
reduce peak flow to no more than 105%of the pre-development peak before continuing to next question.
6. Calculate pre-and post-development Storm Water runoff from the development for the 10-year. 24-hour storm
with one of the approved methods specified in the Brunswick County Storm Water,Management Manual.
Pre-development peak runoff 5.64_cf5 (10-Fear. 2-1-hour storm)
Pest-developmem peal: runoff_ 1.86_cfs (10-v.,n 'a-hour 5t0rtn)
_ i�.�.�J P-. 1u - ^ 'it-rtiun

7. Does the post-development peak now exceed 105%of the pre-development peak Clow? (10-year, 24-hour
storm)
Yes— Implementation of an approved Flow control Best management Practice(BbIP) is required to
reduce peak flow to no more than 105%of the pre-development peak before continuing to next question.
X No—A flow control BLIP is not required for this development. Continue to next question.
3. Where the requirement that the 10--year, 24-hour storm post-development peak flow no exceed the pre-
development peak flow places an undue hardship upon a property owner, variances from the requirement may
be granted by the Storm Water Administrator if the development meets the following requirement. The proposed
new development appropriately uses the parcel's total remaining total impervious area to the extent practical to
convey and control the Storm Water runoff, and it is demonstrated, to the satisfaction of the Storm Water facilities
and to the qualiry of the public waters, will be caused by granting of the variance. Is this requirement met for the
proposed development?
Yes—A flow control BMP is not required for this development but the Brunswick County Storm
Water Administrator must approve a variance. Continue to next question.
_ No— Implementation of an approved flow control Best Management Practice(SNIP) is required to
reduce peak flow to pre-development peak before continuing to next question.
9. Are the number of building footprints and sizes for the entire development,to the ultimate built out condition of
the development, know?
X Yes—Use Method 2, Form S W-005 for total pollutant export calculations.
No—Use Method 1, Form S W-004 for total pollutant export calculations.
Submit the completed Total Pollutant Export Calculations Forms with this application.
FEES
The Developer must pay the Standard Storm Water fee plus any additional fees for Technical Review of Structural
BNIP designs and any offset fees to the County. A fee schedule is available from the Office of the Brunswick
County's Storm Water Program Administrator.
L Standard fee: S
2. Structural BNIP Technical Review fee: structural BMPs x Steer BNIP= S
3, County Nlitigation fee:
C_Iblac/vr total pollutant export-??? Ib/ac/yr) x_acres x S???/Ib/vr= S
Total Fee S
Is an application being submitted to the State of North Carolina Division of Land Quality for an Erosion and
Sediment Control Permit for this development?
X Yes—Approval of a Brunswick County Storm Water permit is contingent upon approval of the State
of North Carolina's Erosion and Sediment Control Permit.
No—What is the reason?
Is development <acre?
Yes—A Brunswick County Storm Water Permit is still required if the disturbed area
of the development is greater than ';; acre.
X No—Both and Brunswick County Storm Water Permit and a State Erosion and
Sediment Control Permit are required.
Other R=ason:

I Brunswick County, North Carolina
Pollutmit Export Calculations
bWn'r
Post-Uevelupmenl Conditions Form (SW-005) y ��
a �
�1ep I)Cleranille appropriate coctes for each type of land use and management from Table 6.1 and enter in COlnnt❑ I.
tilcp 2: 1 km11nine the area for each type or land use and management and enter in Column 2.
S1c1I :,: I(ulrr die pollutant export coefficients from Table 6.1 for each land use type in columns 3, 5, 7,and 9.
tiiep I: Multiply each area in Column 2 by the export coeff icients and enter in columns 4, 6, 8, and 10,
11i p 5: Sam columns 4, 6, 8, and Ill.
II iuidculitd development enter average lot size:
-rype of Area TN Export TN Export TP Export TP Export TSS Export TSS Export Coliform Coliform
Land Cover (acres) Coeff. (#/yr) Coeff. (#/yr) Coeff. (#lyr) Coeff. Export
P.I 02 O.G 0. 12 0.4 0.08 G2 12.4 5.5 1 . 1
A-3 0.3 0 0 0 0 0 0 4 1 .2
is 0.7 15.7 10.99 0.98 O.G9 93 G5. 1 7.9 5.53
I?9. ' 5.2 2 1 A 1 1 1 .26 0.63 4.32 93 4.64 7.G 39.52
0.5 2 1 .2 1 O.G 0.44 0.22 83 4 1 .5 9. 1 4.55
1 . 1 14.8 I G.28 0.31 0.34 4 1 45. 1
EMI . 1 0.2 18 3.G 0.38 0.08 83 1 G.G G.8 I .3G
lbtal: 8.2 152.87 5.73 165.54 57.GG

J-�eJagY�CKr v�j i
9 CAA��
RATIONAL METHOD PEAK FLOW CALCULATION FORS[ (SW-006)
The Rational Method may only be used for single-family residential developments where the final built-out development
will impact less than 10 acres.
Location: Brunswick County-Village(AD,Cvpress Bav
Drainage area(A): 6.2t acres
Average slope: l percent
Maximum Slope Length: 700 feet
Pre-Development Conditions
T e of Land Use C Area((acre) C x A
Pasture 0.25 6.21 1.55
Total 6.21 1.55
Area-weighted C: 1.55
Height of most remote outlet: 7.0 feet Pre-dev. peak flow for I-yr, 24-hour storm:
Maximum Length of travel 700 feet q=C A= 2.99 cfs
Tc: 30.8 say 30 min. Pre-dev. peak flow for l0-year. 24-hour storm:
Intensity(i) for I-yr,24-hr storm: 1.93 in/hr q=CiA= 5.64 cfs
Intensity (i) for 10-yr, 24-hr storm: 3.64 in/hr
Post-Development Conditions
T pe of Land Use C Area (acre) C x A
Lawns-Sandy/Flat 0.l0 0.47 0.047
Roofs 0.85 0.29 0.247
Woodlands 0.15 0.67 0.to t
Total L43 0.40
area-weighted C: 0.40
Hei,-,ht of most remote outlet 2 feet Post-dev. peak flow for I-yr, 24-hour storm:
Maximum Length of travel 200 feet q =CiA = 0.98 cfs
Tc: 7.63 say 10 min. Post-dev. peak flow for l0-year, 24-hour storm:
Intensity (i) for l-yr,24-hr storm: 2.46 in/hr q= CiA= 1.86 cfs
Intensity (i) for 10-yr,24-hr storm: 4,66 inlhr
Certification
F,:�.(print name) hereb% ceriry the inNimation included on this and a¢aehed pages is true and
correct to the best of my knowledge.

CALCULATIONS
'ROJECT 1 - DATE: �5
CLIENT PROJ. NO.: of L y
SUBJECT: = CGS. �• fin_ ��y �� - -�x,' DESIGNED BY:
�. 1L-7 4c— s v.•/ao�L.d:�:�S
i
I
I
i
151 Poole Rand, Suite 100
5el i lle, NC 23451 "' �A EFEA
iEL: [phone]
„ x: (e1o)333;0 5 Ji 1? oliC7 /?7G,
rnvw.ca7e'aarenpine�•ina.cum

H draflow Plan View
C t'w 4
,-2
3 5-ik
1 4A
8'12-03 No. Lines: 6 03-13-2007
H,dl.ribw Slmm Sewers 2005

My Report Page 1
I_iuc Line GodlRim Invert Line Line Line Invert GndfRim Inlet
No. ID El On On Length Slope Size Up El Up ID
�y Iftl (ft) (ft) li) (in) (ft) (ft) -
I PES111 to Jli#7l 18.00 16.00 33.23 0.30 24 16.10 20.00
2 ,111117 to JD#4 20.00 16.10 180.21 0.31 24 16,65 20.75
3 JD#4 to C1#5 20.75 16.65 127.40 0.20 24 16.90 20.06
1 CI#5 to CI#6 20.06 16.90 21.85 0.23 18 16.95 20,06
5 JDt14 to C103 2035 16.65 139,88 0.39 18 17.20 20.02
6 C193 to C192 20,02 17.20 21.84 0.46 15 IT30 20.02
I
I
I
I
n 12-03 Number of lines:6 Date: 03-14-2007
Id0'IES " Cliticaldepth
Hydratlow Stonn Snwefs 2005

Strom Sewer Tabulation Page '
station LenFO,O
Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd I Rim Elev Line ID
coeff (1) flow full
Li,w I Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn
Lino
(it) (aq (C) (min) (min) (inmr) (cfs) (cfs) (ftls) (in) (/) (ff) (ft) Iffl lffl (ff) lnl
I Lud 332 4.10 0.00 0.00 1.58 0.0 7.0 7.7 12.17 12.41 4.52 24 0.30 16.10 16.00 17.70 17.60 20.00 18.00 FES#ltoJB#7
I 180.2 0.00 4.10 0.00 0.00 t58 0.0 6.2 7.9 12.41 12.50 4.13 24 0.31 16.65 16.10 18.43 17.97 20.75 20.00 JB#7 to JB#4
,t 127.4 127 2.78 0.37 0.47 1.07 5.0 5.1 8.1 8.72 10.02 2.78 24 0.20 16.90 16.65 19.05 18.86 20.06 20.75 JB#4 to CI#5
a 2I.8 1.51 1.51 0.40 0.60 0.60 5.0 5.0 8.1 4.92 5.02 2.78 18 0.23 16.95 16.90 19.28 19.23 20.06 20.06 CI#5 to CI#6
_ 139.9 0.68 1.32 0.37 0.25 0.50 5.0 5.2 8.1 4.06 8.58 2.30 18 0.39 17.20 16.65 19.11 18.90 20.02 20.75 JB#4 to CI#3
6 C, 21.8 0,64 0-64 0.39 0.25 0.25 5.0 5.0 8.1 2.03 4.37 1.66 15 0.46 17.30 17.20 19.29 19.27 20.02 20.02 CI#3 to CI#2
I
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812-03 Number of lines:6 Run Date: 03-14-2007
NOTI9s: Intensity= 155.43/(Inlet lime+26.20)"0.86; Return period= 25 Yrs.
Hydratlow Storm Sewers 2UO5

Pond Revision Calcs
`00% CAR
z ? Qo5
2 �
E! 9
,r

WET POND DATA SHEET
THE VILLAGE AT CYPRESS DAY
30-May-07
DRAINAGE AREA (Ad) = 4.85 ACRE5
IMPERVIOUS AREA (Ai):
BUILDINGS: 0.98 ACRE5
PARKING: 0.00 ACRE5
070 2�
SIDEWALKS: 0.00 ACRES S�
TOTAL: 1 .45 ACRE5 $Y'
PERCENT IMPERVIOUS (1):
I = Ai/Ad = 30% 4—
POND III SHALL BE 4.5' DEEP AND DESIGNED TO REMOVE 90 % T55.
5A/DA= 2.5
REQUIRED SURFACE AREA AT PERMANENT POOL:
5Aua.= 0. 12125 AC. = 5281 .65 5F
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 16.5')= 4 1 86 5F
............................... .............................. ............ ................................
5A PROV'D= 5891 > 525I .65 =5A REQ'D OK
.............................................................................. r
MINIMUM REQUIRED VOLUME (51MPLE METHOD BY TOM SCHUELER):
Rv=0.05+0.009'(I) ,asp"11�a�
Rv= 0.32 .���� �N CAR�N��'i
VOLUME= I 'Rv'Ad = 0. 12933 AC-FT
= 5633.76 FT^3 _ a SEAL
024908
v
POND I
PAGE I OF 3

VOLUME PROVIDED AT TEMPORARY POOL:
INCREM. TOTAL
EL. SA (SF) VOL. (CF) VOL. CF
I G.5 5591 0 0
17 pogo GG81 3143. 3143 v�D
18 7G78 7179.5 10322.5CFiI
19 8733 8205.5 18528 2 5 Z001
5ET TEMP. POOL ELEVATION: JUN
07623
REQ'D EL.= 17.34G9 *—SAY 17.4
VOL. PROV'D = G87G CF
,................ ........................................... ...................................................
VOL. PROV'D= G87G > 5G33.7G =VOL. REQ'D OK :
........................................................................................................................ .r i
FOREBAY SIZING:
PERMANENT POOL VOLUME:
INCREM. TOTAL
EL. 5A 5F VOL. CF VOL. CF
12 4 0 0
13 4G2�s6 I I G.5 I I G.5
14 1053 757.5 674.0
15 1705 1379 2253.0
I G.5 4752 3226.5 5481 .5
01
REQ'D VOLUME = 20% TOTAL = 109G CF
POND I
PAGE 2 OF 3

CHECK FOREBAY VOLUME:
INCREM. TOTAL
EL. SA (5F) VOL. CF VOL. CF IVED
13.5 G 0 0 RFi' CF'
14.5 207 1 OG.5 1 OG.5 J�N 2 5 2�01
15.5 592 399.5 50G F� $YScJ� D OZ
I G.5 1 139 5G5.5 1371 .5
PROV'D VOLUME = 1 371 .5 CF (4' DEEP FOREBAY) "(3: 1 SIDE SLOPES)'"
. ......................................................................................................................
VOL. PROV'D= 1371 .5. > 109G =VOL. REQ'D OK :
...........................................................................................................................r
ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0.032G CFS (FOR 2 DAY DRAWDOWN)
Q5= 0.0 1 304 CFS (FOR 5 DAY DRAWDOWN)
SELECT A 1 .00 INCH CIRCULAR ORIFICE, EL. I G' (PERM. POOL EL.)
Q PROV'D= CdW(2gh)^ 112 WHERE: Cd= O.G
A= 0.005454 SF
g= 32.2 FP5/5
h= avg head: ( 1 .2'-(1/2)(1 .0"/1 2))/2
= 0.4291 G7
Q PROV'D= 0.0172
r....... ................................................... .y
Q2> 0.0172 >05 OK
..................................................................r
POND I
PAGE 3 OF 3

Hydrograph Return Period Recap
Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph
No. type Hyd(s) description
(origin) 1-Yr 2-Yr 3-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr
j
1 Rational ------- 6.81 10.83 ----- ----- 12.90 ------- ----- 17.69 Post Development
2 Rational ------ 2.69 4.27 ------ ------ 5.09 ------- ------ 6.98 Pre Development
3 Reservoir 1 0.00 0.00 ----- ------- 0.00 ------ ----•- 0.00 Post Dev. Routing
4 Reservoir 2 0.00 0.00 ------- ------ 0.00 ------- ------- 0.00 Pre Dev. Routing
5 Reservoir 1 0.01 0.01 ------ ------ 0.01 ------ ------ 0.01 Wet Pond-Post Dev.
I
i
I
I
I I �
Proj. rile Rational Pond 3-12-07.gp�iv i Tuesday, NIar 13 2007, 6:47 P141

Hydrograph. Summary Report
Hyd.. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum. .Hydrograph
No. type flow interval peak hyd(s) elevation storage description -
(origin) (cfs) (min) (min) (cuft) (ft) (cuft).
.i Rational 6.81 1 5 2,043 — — — Post Development
2 Rational 2.69 1 5 807 -- — — Pre Development
3 Reservoir 0.00 1 0 0 1 14.76 2,043 Post Dev. Routing '
4 Reservoir 0.00 1 0 0 2 13.76 807 Pre Dev. Routing
5 Reservoir 0.00 1 0 0 1 0.00 0 Wet Pond-Post Dev.
8 SCS Runoff 5.28 3 726 18.712 — — check
9 Reservoir 1.39 3 753 16,159 8 18.07 14,013 - <nodescription>
Y�
�i 1pp1
Np6
w
Rational Pond 5-30-07.gpw Return Period: 1 Year Wednesday, May 30 2007, 10:32 AM

Hydrograph Summary Report
Hyd. Hydrograph Peak Time Time to Volume Inflow Maximum Maximum Hydrograph
No. type flow interval peak hyd(s) elevation storage description
(origin) (cfs) (min) (min) (cuft) . (ft) (cuft)
1 Rational 12.90 1 5 3,870 — -- Post Development
2 Rational 5.09 1 5 1,528 — — Pre Development
3 Reservoir 0.00 1 0 0 1 15.46 3,870 Post Dev.Routing
4 Reservoir 0.00 1 0 0 2 14.39 1,528 Pre Dev.Routing
5 Reservoir 0.01 1 10 1,564 1 17.34 10,320 Wet Pond-Post Dev.
8 SCS Runoff 17.96 3 726 59,722 — — check
9 Reservoir 16.91 3 726 57,167 8 18.40 15.972 <no description>
J '
J t
06
Rational Pond 5-30-07.gpw Return Period: 10 Year Wednesday, May 30 2007, 10:32 AM

Table of Contents Rational Pond3-12-07.gpw
HydraFlow Hydrographs by Intelisolve Tuesday, Mar 13 2007,6:48 PM
1 - Year
SummaryReport ................................................................................................................ 1
HydrographReports .......................................................................................................... 2
Hydrograph No. 1 , Rational, Post Development .............................................................. 2
10 - Year
SummaryReport ................................................................................................................ 3
HydrographReports .......................................................................................................... 4
Hydrograph No. 1 , Rational, Post Development .............................................................. 4
C

2
Hydrograph Plot
HydraFlow Hydrographs by Intelisolve Tuesday, vlar 13 2007, 6:48 PM
Hyd. No. 1
Post Development
Hydrograph type = Rational Peak discharge = 6.81 cfs
Storm frequency = 1 yrs Time interval = 1 min
Drainage area = 4.850 ac Runoff coeff. = 0.38
Intensity = 3.695 in/hr Tc by User = 5.00 min
OF Curve = Brunswick.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=2,043 cult
Post Development
Q (cfs) Q (cfs)
Hyd. No. 1 -- 1 Yr
7.00 7.00
Al
I
6.00 I
6.00
5.00 5.00
l
i I
4.00 4.00
I
I
� I
3.00 3.00
2.00 2.00
1.00 1.00
I I
0.00 - — — — ----------- 0.00
0.0 0.1 0.2
Time (nrs)
---- Hvd No. I

4
Hydrograph Plot
HydraFlow Hydrographs by Imelisolve Tuesday, Mar 13 2007.6:48 PM
Hyd. No. 1
Post Development
Hydrograph type = Rational Peak discharge = 12.90 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 4.850 ac Runoff coeff. = 0.38
Intensity = 6.999 in/hr Tc by User = 5.00 min
OF Curve = Brunswick.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=3.870 cult
Post Development
Q (cfs) Hyd. No. 1 -- 10 Yr Q (cfs)
14.00 14.00
I
' i 1
i
12.00 i 12.00
i
10.00 10.00
I
8.00 8.00
6.00 i i 6.00
i
i
4.00
2.00 � 2.00
j
0.00 -- -- — — -- ----- 0.00
G.0 0.1 0.2
Time (hrs)
—_ Hvd No.

Table of Contents Rational Pond 3.12.07.gpw
Hydrallow Hydrographs by Intelisolve Tuesday, Mar 13 2007, 6:46 PM
1 - Year
SummaryReport ................................................................................................................ 1
HydrographReports .......................................................................................................... 2
Hydrograph No. 2, Rational, Pre Development ............................................................... 2
10 - Year
SummaryReport ................................................................................................................ 3
HydrographReports .......................................................................................................... 4
Hydrograph No. 2, Rational, Pre Development ............................................................... 4

2
Hydrograph Plot
HydraFlow Hydrographs by Intelisolve Tuesday, Mar 13 2007,6:46 PM
Hyd. No. 2
Pre Development
Hydrograph type = Rational Peak discharge = 2.69 cfs
Storm frequency = 1 yrs Time interval = 1 min
Drainage area = 4.850 ac Runoff coeff. = 0.15
Intensity = 3.695 in/hr Tc by User = 5.00 min
OF Curve = Brunswick.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume=807 cuft
Pre Development
Q (cfs) Hyd. No. 2 -- 1 Yr Q (cfs)
3.00 3.00
i
2.00 2.00
I
I
i
i
I,
1.00 \ 1.00
I
i
0.00 -- ------- ---- ------ ` 0.00
0.0 0.i 0.2
Tima (hrs)
----- Hyd ;No. 2

4
Hydrograph Plot
HydraFlow Hydrographs by Intelisolve Tuesday, Mar 13 2007, 6:46 Pfvl
Hyd. No. 2
Pre Development
Hydrograph type = Rational Peak discharge = 5.09 cfs
Storm frequency = 10 yrs Time interval = 1 min
Drainage area = 4.850 ac Runoff coeff. = 0.15
Intensity = 6.999 in/hr Tc by User = 5.00 min
OF Curve = Brunswick.IDF Asc/Rec limb fact = 1/1
Hydrograph Volume= 1,528 cuft
Pre Development
Q (cfs) Hyd. No. 2 -- 10 Yr Q (cfs)
6.00 1 6.00
I I
i
5.00 1, 5.00
I �
4.00 4.00
I i
� I �
3.00 3.00
I
2.00 2.00
1.00 i' / I � 1.00
i
0.00 =-- -- — --- - - — — 0.00
0.0 O.t 0.2
Time (hrs)
--- Hyd No. 2

Table of Contents Rabene;Pond53o07gpw.'
Hyd2how Hydrographs by Intelisolve Wednesday May 30 2007 10 32 AM
1 - Year
SummaryReport ........:..........................• ............. ...... ........... 1
............................................ . .
HydrographReports ........................................... ............:..........:..................................... 2
Hydrograph No. 3, Reservoir, Post Dev. Routing ................................:............................ 2
10 - Year
SummaryReport ................................................................................................................. 3
HydrographReports ........................................................... ............................................... 4
Hydrograph No. 3, Reservoir, Post Dev. Routing ............................................................ 4
I'XQ

Hydrograph Plot
Hydratlow Hydrographs by Intelisolve Wednesday,May 30 2007. 10:32 AM .
Hyd. No. 3
Post Dev. Routing
Hydrograph type = Reservoir Peak discharge 0.00 cfs
Storm frequency = 1 yrs Time interval = 1 min
Inflow hyd. No. = 1 Max. Elevation = 14.76 ft
Reservoir name = Pond 1 Max. Storage = 2,043 cuft
Storage Indication method used. - Hydrograph Volume=0 cult
Post Dev. Routing
Q (cfs) Hyd..No. 3—1..Yr Q(cfs)
7.00
7.00,
6 00 - 00
14
4.00 4.00
3.00 3.00
2.00
2.00
G
1.00 DO 1.00
0.00 `t ' 0.00
0 5 10 15 19 24 29 34 39 44 48
— Hyd No. 3 — Hyd No. 1
Time (hrs)

Hydrograph Plot
HydraBow Hydrographs by Intelisolve Wednesday, May 30 2007, 10:32 AM
Hyd. No. 3
Post Dev. Routing
Hydrograph type = Reservoir Peak discharge = 0.00 cfs
Storm frequency = 10 yrs Time interval = 1 min
Inflow hyd. No. = 1 Max. Elevation = 15.46 ft
Reservoir name = Pond 1 Max. Storage =. 3,870 cult
Storage Indication method used. Hydrograph Volume=0 cult
Post Dev. Routing
Q(cfs) Hyd. No. 3-10 Yr Q (cfs)
14.00 14.00
1200 ," .
42 00;
1000 spa i
k s 1000
8.00 8.00
6.00
6:00
4.00 4.00
2.00
,v 2.00
0.00
0.00
0 5 10 15 19 24 29 34 39 44 48
— Hyd No. 3 — Hyd No. 1 ,
Time (hrs)

Table of Contents rzaUonal Pond s-3oozgpw
Hydraflow Hydrographs by Intelisolve Wednesday,.May 30 2007, 10:32 AM
1 - Year
SummaryReport .......................................................:..............................:.........:............... 1
HydrographReports .......................................................................................................... 2
Hydrograph No. 5, Reservoir, Wet Pond - Post Dev. ...................................................... 2
10 - Year
SummaryReport ................................................................................................................ 3
HydrographReports ............................................ ............................................................ 4
Hydrograph No. 5, Reservoir, Wet Pond - Post Dev. ...................................................... 4
y
�G�1 tiopl goo

Hydrograph Plot
HydraBow Hydrographs by Intelisolve Wednesday,May 30 2007, 10:33 AM
Hyd. No. 5
Wet Pond - Post Dev.
Hydrograph type = Reservoir Peak discharge 0.00 cfs
Storm frequency = 1 yrs Time interval = 1 min
Inflow hyd. No. = 1 Max. Elevation 0.00 ft
Reservoir name = Pond 1 Max. Storage = 0 cuft
Storage Indication method used. Wet pond routing start elevation=0.00 ft. Hydrograph Volume=0 cuft
Wet Pond - Post Dev.
Q (cfs) Q (cfs)
. Hyd. No. 5— 1 Yr
7.00.. . 7.00
6 00
6.00,
_:
z z;. -
4.00 4.00
3.00 3.00
2.00 - 2.00
[i 6 tips
1.00
1.00
0.00 -1 0.00
0 5 10 15 19 24 29 34 39 44 48
— Hyd No. 5 — Hyd No. 1
Time (hrs)

Hydrograph Plot
Hydreflow Hydrographs by Intelisolve Wednesday.May 30 2007,-10:32 AM
Hyd. No. 5
Wet Pond = Post Dev.
Hydrograph type = Reservoir Peak discharge = 0.01 cfs
Storm frequency = 1.0 yrs Time interval 1 min
Inflow hyd. No. = 1 Max. Elevation = 17.34 ft
Reservoir name = Pond 1 Max. Storage = 10,320 cuft
Storage Indication method used. Wet pond routing start elevation=0.00 ft. Hydrograph Volume=1,564 tuft
Wet Pond - Post Dev.
Q (cfs)' Hyd, No. 5— 10 Y.r Q (cfs)
14.00 14.00
1200 ' '
.12 00'_
1
1 T
1000�aa kFZN a 10'UO
rt U
.a .•. ::n. ..
8.00 8.00
6.00 6.00
4.00 4.00
2.00
I 2.00
0.00 0.00
0 5 10 15 19 24 29 34 39 44 48
— Hyd No. 5 -- Hyd No. 1
Time (hrs)

Pond .Report
Hydra(low Hydrographs by Intelisolve - - Wednesday,May 30 2067, 10:33 AM
Pond No. 1 - Pond 1
Pond Data
Pond storage is based on known contour areas. Average end area rhethod used.
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(scift) Incr.Storage{tuft) Total storage(tuft)
0.00 12.00 04 - . 0- 0
1.00 13.00 462 233 233
2.00 14.00 1,053 758 991
3.00 15.00 1,705 1,379 2.370
4.50 16.50 4,752 4,843 7,212
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [P] [A] [B] [Cl [D]
Rise(in) = 0.50 0.00 0.00 0.00 .Crest Len(it) = 20.00 0.00 0.00 0.00
Span(in) = 0.50 0.00 0.00 0.00 Crest El.(ft) = 18.00 0.00' 0.00 0.00
No.Barrels = 1 0 0 0 WeirCoeff. = 3.33 3.33 0.00 0.00
Invert El.(ft) = 16.50 0.00 0.00 - 0.00 Weir Type = Rect -
Length(ft) = 20.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 1.00 0.00 0.00 0.00 -
N-Value = .013 .013 .000 .000
Orif.Coeff. = 0.60 0.60 0.00 0.00
Multistage = n/a No No No Exfltration= 0.000 in/hr(Contour) Tailwater Elev..= 0.00 ft.
Note:Culvert/Onfice ouVfl�have been analyzed under Inlet and outlet control.
V
� p6
w
Stage(ft) Stage/Discharge �
Stage(ft)
5.00
5.00
4.00
4.00
3.00
3.00
2.00
I 2.00
1.00 I 1.00
0.00
0.00
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00
- Total 0 Discharge(cfs)

Hydrograph Plot,
Hydrafiow Hydrographs by Intelisolve Wednesday,May 30 2007,10:33 AM.
Hyd. No. 5
Wet Pond - Post Dev.
Hydrograph type = Reservoir Peak discharge- . = 0.01 cfs
Storm frequency = 10 yrs Time interval = 1 min
Inflow.hyd. No. = 1 Max. Elevation = 17.34 ft
Reservoir name = Pond 1 Max. Storage = 10,320 cuft
Storage,Indication method used. Wet pond routing start elevation=0.00 ft. Hydrograph Volume=1,564 cult
Wet Pond - Post'Dev.
Q(cfs) Hyd. No. 5—10 Yr Q (cfs)
14.00. 14.00
12 00;; 12 00`
it
-
F
4
i
8.00
8.00
6.00 ✓✓✓ _' 6.00
�Y
4.00
� 00
2.00 - 2.00
0.00 0.00
0 5 10 15 19 24 29 34 39 44 48
— Hyd No. 5 — Hyd No. 1
Time (hrs)

Pond Report
Hydraflow Hydrographs by Intelisolve Wednesday,Msy:30 2007, 10:33 AM
Pond No. 1 = Pond 1
Pond Data
Pond storage is based on known contour areas.Average end area method used..
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage.(cuft) Total storage(cult)
0.00 12.00 04 0 0
1.00 _ 13.00 462 233 233
2.00 14.00 1,053 758 991
3.00 15.00 1,705 1,379- 2,370
4.50 16.50 4,752 4.843 7,212 .
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise(in) = 0.50 0.00 0.06 0.00 Crest Len(ft) = 20.00 0.00 0.00 0.00'
.Span(in) = 0.50 0.00 0.00 0.00 Crest Eli(ft) = 18.00 0.00 0.00 0.00
No.Barrels = 1 0 0 - 0 : -Weir Coeff. . = 3.33 3.33 0.00 0.00
Invert El.(ft) = 16.50 0.00 0.00 0.00 Weir Type = Red - - -
Length(ft) = 20.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 1.00 0.00 0.00 0.00
N-Value = .013 .013 _.000 .000
Orif.Coeff. 0.60 0.60 0.00 "0.00
.. Multistage = n/a No No No. Exfiltration= 0.000 in/hr(Contour) Tailwater Elev. 0.00 it
Note:CulvertfOrifice outflows have been analyzed under inlet and outlet central.
t
6
Stage(it) Stage/Discharge O
Stage(ft)
5.00
5.00
4.00 4.00
3.00
3.00
2.00
2.00
1.00
1.00
0.00
0.00
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00
- Total O
Discharge(cls)

Table of, Contents Radonal Pond 5-30-07.gpw
Hydrafiow Hydrographs:by Intelisolve - Wednesday,May 30.2007, 10t32 AM
1 - Year
Summary Report
1
................................................................................................................
Hydrograph Reports ....................................
..........:............................................................ 2
Hydrograph No. 9, Reservoir, <no description> ........................:..............:...................... 2
PondReport ................................................................................................................. 3
10 - Year
SummaryReport ................................................................................................................ 4
HydrographReports .......................................................................................................... 5
Hydrograph No. 9, Reservoir, <no description> .............................................................. 5
PondReport ............................................:................................................................... 6
V
�� 0

Hydrograph Plot
Hydrallow Hydrographs by Intelisolve - Wednesday,May 30 2007,.10:32 AM'.
Hyd. No. 9 .
<no description>
Hydrograph type . = Reservoir Peak discharge = 1.39 cfs
Storm frequency = 1 yrs Time interval = 3 min
Inflow hyd. No. = 8 Max. Elevation = 18.07 ft
Reservoir name = Pond 1 Max. Storage 14,013 cuft
Storage Indication method used. Wet pond routing start elevation=0.00 ft. Hydrograph Volume=16,159 cuft
i
I
<no description>
Q (cfs) Hyd. No. 9— 1 Yr Q(cfs)
6.00 6.00
5.00. .
5 00 .
4.00
4.00
3.00 3.00
2.00 �
� Q 2.00
� 61
1.00 1.00
0.00
- 0.00
0 3 5 8 10 13 15 18 20 23 25
— Hyd No. 9 — Hyd No. 8
Time(hrs)

Porid. Report
Hydratlow Hydrographs by Intelisolve Wednesday,May 30 2007, 10:32 AM.
Pond No. 1 - 'Pond 1
Pond Data
Pond storage is based on known contour areas.Average end area method used.
Stage/Storage Table
Stage(ft) Elevation (ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 12.00 04 0 0
1.00 13.00 462 233 : 233
2.00 14.00 1,053 758 991
3.00 15.00 1.705 1,379 2,370
4.50 16.50 C,--4,752` 4,843 7.212
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [D] [A] [B] [C] [D]
Rise(in) = 0.50. 0.00 0.00 0.00 Crest Len(ft) = 20.00 0.00 0.00 0.00
Span(in) = 0.50 0.00 0.00 0.00 Crest El.(ft) = 18.00 0.00 0.00 0.00
No.Barrels = 1 0 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00
Invert El.(ft) = 16.50 0.00 . 0.00 0.00 Weir Type = Rect
Length(ft) = 20.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 1.00 0.00 0.00 0.00
N-Value =. .013 .013 .000 .000
Orif.Coeff. = 0.60 0.60 0.00 0.00 ..
Multi-Stage = n/a No No No Exfiltration= 0.000 in/hr(Contour) Tailwater Elev. 0.00 it
Note:CulveNOnfine out lom have been analyzed under inlet and outlet control.
l
J.
tUU1 JVN/
Stage(ft) Stage/Discharge ��• stage(ft)
5.00 5.00
4.00
I 4.00
3.00
I 3.00
2.00
� 2.00
I
1.00 I
100
0.00 0.00
0.00 0.10 0.20 0.30 0.40 0.50 0.60. 0.70 0.80 0.90 1.00
- Total 0 Discharge(cfs)

-Hydrograph .
`. Hydraflow Hydrographs by Intelisolve Wednesday.May 30 2007;16t32 Af11
Hyd. No. 9
<no description>
Hydrograph type = Reservoir Peak.discharge = 16.91. cfs
Storm frequency = 10 yrs Time interval 3 min
Inflow hyd. No. = 8 Max. Elevation = 18.40 ft
Reservoir name = Pond 1 Max. Storage = 15,972 cuft
Storage Indication method used. Wet pond routing start elevation=0.00 ft. Hydrograph Volume=57,167 cult
<no description>
Q (cfs) Hyd. No. 9 — 10 Yr Q(cfs)
18.00 18.00
15 00 15 00'
r �
�. J j �-
Ji F J+pt{51 AF �¢ Z CZY,tl
� 1�3'+ � > � 4w
i Y
9.00 9.00
6.00 C�
N O 6.00
�U
3.00 3.00
0.00 - 0.00
0 3 5 8 10 13 15 18 20. . 23 25
— Hyd No. 9 — Hyd No. 8 Time (hrs)

Pond Report
k, !K
Hydra flow drographs by Intehsolve #' f :r Wednesday May 30'2ry007 10 32 AM 5
H&No 1 Pond 777
Pond Data. '
Pond storage Ise based on known contour areas.Average end area method used.
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage.(cuft) Total storage(cuft) . .
0.00 12.00 04 0 0
1.00 13.00 462 233 233
2.00 14.00 1,053 758 991
3.00 15.00 1,705 1,379 2,370
4.50 16.50 4,752 4,843 7.212
Culvert/Orifice Structures Weir Structures
[A] [B] ICI [D] [A] [B] [C] [D]
Rise(in) 0.50 0.00 0.00 0.00 Crest Len(ft) = 20.00 0.00 0.00 0.00
Span(in) = 0.50 0.00 0.00 0.00 Crest El.(ft) .= 18.00 0.00 0.00 0.06
No.Barrels. = 1 0 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00
Invert El.(ft)- = 16.50 0.00 . 0.00 0.00 Weir Type = Red - - -
Length(ft) = 20.00 0.00 0.00 0.00 - Multi-Stage = No No No No
Slope(%) =.1.00 0.00 0.00 0.do -
N-Value = .013 .013 .000 .000
Orif.Coeff. - = 0.60 0.60 0.00 0.00
Multi-Stage = n/a No No No Exfiltration-= 0.000 in/hr(Contour) Tailwater Elev.= 0.00 It
... Note:CuNeNOdfice outflows have been analyzed under inlet and outlet convol.
i
.. .. ._- ';:.,'
�SIP
Stage(ft) Stage I Discharge
$Y••// Stage(ft)
5.00 5.00
4.00 4.00
3.00
3.00
2.00 ' 2.00
1.00 _FT
I 1.00
I
0.00
0.00
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00
- Total 0 Discharge(cfs)

' 1 /
CAPE FEAR a
Engineering, Inc.
151 Poole Roed.Suite 100
9eWle,NC 2&51
TEL (910)W8 lo"
FAX [phone]
www.capefearengineering.com
S w 0'0 �4 2,3 z Transmittal
To: NCDENR — Water Quality Date: February 19, 2007
127 Cardinal Drive File: 812-03 "36"
Wilmington, NC Subject: Village @ Cypress Bay
Stormwater Application
Attn:
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action/ Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
2 Stormwater Control Plan
2 Design Narrative with Calculations
2 Original and One Copy of Application
2 Original and One Copy of all Supplements
1 Application Fee $420.00
REMARKS
If you have any questions, please contact our office at(910) 383-1044.
Thanks
CC: Cape Fear Engineering, Inc.
File (812-03"36") /�_ i .r� ( �p���
Signed j'��c�w J Q\
K. Davis Fennell, PE
RECFMvEID
FEB 2 8 2007
BY.
Trans ncdenr 18feb07

Snow Creek Group, LLC FNB SOUTHEAST 3245
141-A Old Fayetteville Rd 66-134/531
Leland,NC 28451
910-371-6210 2/21/2007
PAY TO THE NCDENR $ "420.00
ORDER OF
Four Hundred Twenty and 00/100 DOLLARS C
8
NCDENR
Stormwater 812-03

Project No. SW8 070aOc�;'---
Proje Name: G of A7-,c9
Mall
ll r
Dear
The Wilmington Regional Office of the Division of ter(ti�!lo 7' �# r
Stormwater application and $420.00 fee on t o e��vd Your
project will be reviewed within 75 days of 1pt,-andyouu will be notified if r additional information is needed. Please be advised.that the construction of
built-upon area may not commence until the Stormwater permit is issued. -
If you have any questions, please contact any member of the Stormwater
review staff in the Wilmington Regional Office at [phone].
Jo Casmer Date Sent: 9 ZO
r
_6

3245
NCD EN R 2/21/2007
420.00
1 I
i
FNB-0078 Stormwater 812-03 420.00

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