SW8070232_HISTORICAL FILE_20080620

1
STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 A / 3:� /
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Anng-
YYYYMMDD

W ATF Michael F.Easley,Governor
�i William G. Ross Jr.,Secretary
;9 North Carolina Department of Environment and Natural Resources
J y
O .� Coleen H,Sullins Director
Division of Water Quality
June 20, 2008
Michael L. Merritt, Member/ Manager
Snow Creek Group, LLC
141A Old Fayetteville Road
Leland, NC 28451
Subject: State Stormwater Permit No. SW8 070232 MOD
The Village at Cypress Bay
Overall Low Density Residential Subdivision with
Pockets of High Density
Brunswick County
Dear Mr. Merritt:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Village at Cypress Bay on May 22, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 070232
MOD, dated June 20, 2008, 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 ve Pusey, or me at [phone].
Si rely,
13 ,c
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/sgp: S:\WQS\STORMWATER\PERMIT\070232mod.jun08
cc: Mike Tackett, PLS, Cape Fear Engineering, Inc.
Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Steve Pusey
[Wilmingtonn Regional_O.ffice�--P No;nCarolina
Central Files ,Al Iurally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Sen ice
Wilmington Regional Office Internet: oWW.ncwatcraualitv.or¢ Fax [phone]
An Equal OpportunitylAffirmative Action Employer—50%Recycledl10%Past Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070232 MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY SUBDIVISION DEVELOPMENT
WITH POCKETS OF HIGH DENSITY
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 at Cypress Bay
340 Goodland Road, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Title 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. The overall tract built-upon area percentage for the project must be maintained at
30% per the requirements of Section .1005 of the stormwater rules. This project
is permitted for a maximum of 75,723 square feet of BUA.
3. The stormwater systems proposed to treat the runoff generated by the
designated high density areas have been approved for the management of
stormwater runoff as described in Section 1.6 on page 3 of this permit.
4. The subdivision is permitted for 13 lots, each allowed a maximum of 4,250
square feet of built-upon area.
5. The low density portions of this project will maintain a minimum 30 foot wide
vegetated buffer between all impervious areas and surface waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 070232 MOD
6. Within the low density portions of the permitted project, the only runoff
conveyance systems allowed will be vegetated conveyances such as swales with
minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and as
shown on the approved plan.
7. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 4.85
Onsite, ft2: 211,266
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 62,973
Lots at 4,250 ft2: 42,500
Roads/Parking, ft2: 20,473
Other, ft2: 0
Offsite, ft2: 0
C. Pond Design Depth, feet: 4.5
d. TSS removal efficiency: 90%
e. Design Storm, inches: 1
f. Permanent Pool Elevation, FMSL: 17
g. Permitted Surface Area @PP, ft2: 6,681
h. Permitted Storage Volume, ft3: 7,180 at temporary pool
i. Storage Elevation, FMSL: 18
j. Controlling Orifice: 1"0 pipe
k. Permanent Pool Volume, ft3: 15,395
I. Forebay Volume, ft3: 2,969
M. Maximum Fountain Horsepower: N/A
n. Receiving Stream / River Basin: Rattlesnake Branch of Town Creek/ Cape Fear
o. Stream Index Number: 18-81
p. Classification of Water Body: "C; Sw"
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 does not exceed the maximum allowed by this permit. 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 Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 3 of 8

_ State Stormwater Management Systems
Permit No. SW8 070232 MOD
5. 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.
6. The runoff from all built-upon area within the drainage area of the pocket of high
density permitted stormwater system must be directed into the permitted
stormwater control system.
7. Within the low density portions of the permitted project, all roof drains shall
terminate at least 30 feet from the mean high water mark of surface waters.
8. 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.
9. The Director may determine that other revisions to the project should require a
modification to the permit.
10. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
must be recorded showing all such required easements, in accordance with the
approved plans.
11. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
12. 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.
13. 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.
14. Unless otherwise shown, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 070232 MOD
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 re-vegetation 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 by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
18. 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.
19. 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 070723 MOD, 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. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built-upon area, the governing lot BUA
shall be the most restrictive of the two amounts.
h. Built-upon area in excess of the permitted amount will require a permit
modification.
20. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 070232 MOD
21 . Decorative spray fountains will not be allowed in the stormwater treatment
system.
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 completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form. 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 re-issuance or
termination does not stay any permit condition.
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. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
Permit issued this th Oth day of June, 2008.
NOR T AROLINA ENy.(R�ENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

DWQ USE ONLY
Date Received Fee Paid Permit_Aumber
5- 22 -0a, SoSoo #3G z .SwB0 70aaa /,Vo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Applicants 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):
MICHAELL MERRITT MEMBER/MANAGER
3. Mailing Address for person listed in item 2 above:
141A OLD FAYETTEVILLE ROAD
City:LELAND State:NC Zip2845I
Phone: (910 1 383-2604 Fax: ( )
Email:
4. Project Name (subdivision, facility,or establishment name-should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements,etc.):
n
THE VILLAGE Q CYPRESS BAY [y,/I J I flr �/ �n -U -�1.,, nt 6, llr /, Pre,-[ (ZeQ
1
er SO, ley? / on.
Wtiia(� IS 5lSo- `vwF/�unol /Z.P, CP/3- or, T.,,h.v L/n .
5. Location of Project(street address):
340 GOODLAND ROAD
City:NEAR LELAND County:BRUNSWICK Zip:
6. Directions.to project(from nearest major intersection):
From the int. of US 74/76 and Hwy 17 go south on Hwy 17 to Snowfield Road.'rurn east on Snowfield Road
and follow Snowfield Road to Goodland Road, then follow Goodland Road approximately 0.3mi. to site on
North.
7. Latitude:34° 10' 15" N Longitude:78°04' 34" W of project
8. Contact person who can answer questions about the project:
Name:Michael L. Merritt Telephone Number: (910 1 383-2604
Email:
IL PERMIT INFORMATION:
Form SWU-101 Version 03.27.08 Page I of

1
1: Specify whether project is (check one): ❑New " ❑Renewal ®Modification
2. If this application is being submitted as the result of.a renewal or modification to an existing permit, list the
existing permit numberSW8 070232 and its issue date (if known)luly 11, 2007
3. Specify the type of project(check one):
®Low Density ❑High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMAMajor ❑Sedimentation/Erosion Control 0404/40"1Permit ❑NPDESStormwater
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
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 Property Area: 8.22 acres 4. Total Wetlands Area: acres
5. 100' Wide Strip of Wetland Area: acres (not applicable if no wetlands exist on site)
6. Total Project Area**: acres 7. Project Built Upon Area:
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects,com lete the table with one drainage area for each engineered stormwater device.
Basin Information Drainage Area 1 ,pyercll - Drainage Area 2
Receiving Stream Name Town Creek Rattlesnake Branch Town Creek Rattlesnake Branch
Stream Class& Index No. C,Sw C,Sw
Total Drainage Area (sf) 358063 211266
On-site Drainage Area (sf) 4 31U'063 9 211 266
Off-site Drainage Area (sf) 0 0
Existing Impervious* Area (so 0 0
Proposed Impervious*Area (so 75723 62973
Impervious*Area (total) 21 30
,Impervious`Surface Area '. Drainage Areal Drainage Area 2
On-site Buildings (so 55250 42500
On-site Streets (sf) 20473 20473
On-site Parking (sf) 0 0
On-site Sidewalks (sf) 0 0
Other on-site (sf) 0 0
Off-site (st) 0 0
Total (so: 75723 62973
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks,gravel areas, etc.
Form SWU-101 Version 03.27.08 Page 2 of

"Total project area shall be calculated bused on the carrent policy regardb: inclusion of zuetlandd in the built upon area
percenta,1e caladation. This is the nreii used to wlcuiate percent project built upon area (BUA).
10. How was the off-site impervious area listed above derived?N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a table listing each lot
number,size and the allowable built-upon area for each lot must be provided as an attachment. Forms can be
downloaded from httltrr//h2o ear state nc us/su/bml2 forms htm - deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRPC-2 High Density Developments with Outparcels
Form DRPC-3 High Density Residential Subdivisions
Form DRPC-4 Low Density Commercial Subdivisions
Form DRPC-5 Low Density Residential Subdivisions
Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form,that the covenants will be binding
on all parties and persons claiming under them,that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at(919) 733-5083 for the status
and availability of these forms. Forms can be downloaded from htto//li2o.enr state.nc.us/su/bmp forms.htm.
Form SW401-Low Density Low Density Supplement
Form SW401-Curb Outlet System Curb Outlet System Supplement
Form SW401-Off-Site System Off-Site System Supplement
Form SW401-Wet Detention Basin Wet Detention Basin Supplement
Form SW401-Infiltration Basin Infiltration Basin Supplement
Form SW401-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-Bioretenton Cell Bioretention Cell Supplement
Form SW401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Constructed Wetland Supplement
Form SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement
Form SW401-Permeable Pavement Permeable Pavement Supplement
Form SWU-101 Version 03 ?7.08 Page 3 of

VI. SUB MITTAUREQUI REM ENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at httn://h2o.enr.state.ne.us/su/nisi niaps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form All
• Original and one copy of the Deed Restrictions& Protective Covenants Form (if
required as per Part IV above) ''�/
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP t7
• Permit application processing fee of$505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations&detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications(sealed,signed &dated), including:
- Development/Project name
- Engineer and firm
- Legend
-North arrow
-Scale
- Revision number& date
- Mean high water line
- Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours,spot elevations, finished floor elevations
-Details of roads,drainage features,collection systems,and stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent(individual or firm):Cape Fear Engineering Inc.
Mailing Address:151 Poole Road,Suite 100
City:Belville State:NC Zip:28451
Phone: (910 ) 383-1044 Fax: (910 1 383-1045
Email:mike.tackett@capefearen ing eering.com
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Michael L. Merritt
certify that the information included on this permit application form is, to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorSWO,and that the proposed project complies with the requirements of 15A
NCAC 2H .700 . •
Signature: Date:
Form SWU-101 Ve ion 03.27.08 Page 4 of

Permit No<SGvBrd'70 ?3a lw4a�
(to he provided by DtVO,)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007, DWQ BMP Manual (2007), and Session Law 2006-246.
L PROJECT INFORMATION
Project Name : The Village cr Cypress Bay
Contact Person: Michael Merritt Phone Number: ( 910 )383-2604
Number of Lots:13 Allowable Built Upon Area Per Lot*:4,250sq. 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. BUA shall be shown in units of square feet.
11. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• CA 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.
Form SW40I-Low Density-Rev3 Page I of 3

(SA .x DF) - R_\ - OA BUA
No. Lots Lot
Calculation:
(SA: 358063 ft2 x DF: .3)—(RA: 20473 ft2)— (OA: 0 ft2)= BUA per Lot= 6688 ft2
(No of Lots: 13)
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. Indicate the page or plan sheet number where supporting
documentation can be found. If the applicant has designated an agent on the Stormwater Management Permit
Application Form, the agent may initial below.
Page/Plan
Initials Sheet No.
1� Anil a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse,
Tar-Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
rW 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 to 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 2H .I007(2)(b)]
&j• Sw-i e. Side slopes of swales are no steeper than 3:1.
ajj l_ Sw-i f. Longitudinal slope of swales is no greater than 5%; calculations for shear stress and velocity
are shown if slope is greater than 5%.
AIL %;_1 g. Swales are designed to carry, at a non-erosive velocity, at least the 10-year storm.
Ay— Sur/ h. Swale detail and permanent vegetation is specified on the plans.
Form SW40I-Low Density-Rev.2 Page 2 of 3

IV. SWALE SYSTE;bI VIAINTENANCE REQUIRENIENTS
I. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the Swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Michael L. Merritt
Address:141 A Old Fayetteville Road Leland, NC 28451 /
Phone:[phone] Date: 7 ��
Signatulelegally
Note: esponsible party should not be a homeowners association unless more than i0%of the lots have been sold and a
I resident of the subdivision has been named the president.
I,_{ S(A�' f`e.►' flf A .12 , a Notary Public for the State of
gorf ,L/I ypJtr1& , County of
Zf� &9&e, do hereby certify that 1�1�t�laeL L . / frrel personally appeared before me this Zo
day of IM&Aso _71WE, and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. fitness my hand and official seal,
SEAL My commission expires /t/�GI'G , 7,7 201E
:M)
Form SW40I-Low Density-Rev? Page 3 of 3

CAPE FEAR
Engineering, Inc. SW
151 Poole Road,Suite 100
Belville,NC 28451
TEL [phone]
FAX[phone]
www.capefearengineering.com
Transmittal
To NC DWQ Surface Water Protection Date: May 22, 2008
State Stormwater Section File: 812-03 "36"
127 Cardinal Drive Ext. Subject: The Village @ press Bay
Wilmington, NC 28405 Additional l W8 07
Attn: Linda Lewis Brunswick C unty
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action /Approval
❑ Sent via Mail ® Sent via Courier
Quantity Drawing No. Description
1 Wet Detention Basin Supplement
1 Wet Detention Basin O & M Agreement
1 Stormwater Management Permit Application Form
1 Low Density Supplement
1 Narrative Letter
REMARKS If you have any questions or comments please contact me at 910.383.1044.
Thanks.
EIVED
M Y 2 2 2008
BY:
CC: File Cape Fe//ar Engineering, Inc.
File: 812-03 "36" Signed:� �
Mike Tackett, PLS
Received By:
Date:
Transmittal-Stormwater 5-21-08

CAPE FEAR
,��7��� \
9 G
En ineerin9, Inc.
151 Poole Road,Suite 100
TEL [phone] '/V�l/ ,I/ •CJ FAX [phone] 1
www.capefearengineering.com
Transmittal
To NC DWQ Surface Water Protection Date: May 2, 2008
State Stormwater Section File: 812-03 "36"
127 Cardinal Drive Ext. subject: State Stormwater Management
Wilmington, NC 28405 Permit Submittal
Attn: The Village @ Cypress Bay
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review/Action/Approval
❑ Sent via Mail ® Sent via Courier
Quantity Drawing No. Description
1 Application Fee ($505.00)
2 Sets Sealed, Signed, and Dated Site Layout and Grading Plans
1 Original Application SWU-101 w/ 1 Wet Detention Pond Supplements SWU-102
1 Original Application SWU-104
1 Copy of the Stormwater Design Narrative and Calculations
REMARKS If you have any questions or comments please contact me at 910.383.1044.
Thanks.
A.
YU
CC: File Cape Fepr i`
File: 812-03 "36" Signed:
Mike Tackett, PLS
Received By:
Date:
Transmittal-Stormwater 5-2-08

Read: The Village at Cypress Bay
Subject: Read: The Village at Cypress Bay
From: "Mike Tackett" <[e-mail]>
Date: Mon, 12 May 2008 08:24:03 -0400
Your message
To: Mike Tackett
Cc:
Subject: The Village at Cypress Bay
Sent: Fri, 9 May 2008 13:20: 16 -0400
was read on Mon, 12 May 2008 08:24 :03 -0400
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1 of 1 5/12/2008 9:08 AM

April 17, 2008
Rhonda Hall
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Storm-water Project No. SW8 070232 Modification
The Village at Cypress Bay I
Brunswick County
Dear Ms. Hall,
We are submitting the attached revised site plans and calculations, to address
and correct errors in the previously approved storm-water permits and issues
created by NCDOT's improvements to Goodland Road. NCDOT has replaced all
the existing storm-water drainage pipes along Goodland Road, in doing so the
have raised the elevation of the pipe that our site drains to. This has caused us to
change the elevations of our storm water pond, (normal pool, temporary pool,
orifice and outlet structure elevations). These minor changes were caused by
circumstances outside of our control, therefore all modifications were done using
the requirements that were in place at the time of the previous submittal.
If you have any questions concerning this matter please contact me at (910)
383.1044 ext. 119 or email me at [e-mail].
Sincerely,
Michael Tackett,
P.L.S.
I
Cc: File

The Village at Cypress Bay
Subject: The Village at Cypress Bay
From: Linda Lewis <[e-mail]>
Date: Fri, 09 May 2008 13:20:16 -0400
To: Mike Tackett <mike:[e-mail]>
Mike:
The Division received an incomplete modified stormwater permit application for the
. subject project on May 5, 2008. The application cannot be accepted for review until
the following items are provided:
1. Please use the latest application and supplement forms available on the
website. The Version 3 ..99 forms that were submitted were replaced over a year ago.
BMPedia Website address: http://h2o.enr.state.nc.us/su/bmp forms.htm
Linda
1 of 1 5/9/2008 1:20 PM

3629 I
Snow Creek Group,LLC
512/2008
NCDENR 505.00
Permit
1
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Stormwater Design Narrative
For
Brunswick County
Subject:
The Village @ Cypress Bay
Brunswick County,North Carolina
Prepared for
141 A Old Fayetteville Road
Leland, NC 28451
[phone] ('�\A CRRp`,''�r,
fGS S/(1 LY` 9f
Y
c SEAL
030;529
o-
�2 4�
Date: February 2007 fiq ,.... 10*
V Revised: April 2008
q�a3� s
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]

DESIGN NARRATIVE
General:
The project site is located Snowfield Road (SR#1522) off of US Highway 17 within Brunswick
County, North Carolina. The project area to be disturbed is approximately 1.45 acres. Drainage
considerations are to be in accordance with DWQ storm water requirements. This submittal is for
revisions to the approved Storm Water Permit SW8 070232.
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.
Proposed Improvements:
Improvements proposed include drainage devices, streets, and utilities. Drainage for the most
part will sheet flow from the lots into the streets which will have curb and gutter to direct
drainage to low points in the roads. Drainage from the low points will drain into a stormwater
pond. The pond will drain to surrounding wetlands.

WET POND DATA SHEET
THE VILLAGE AT CYPRESS BAY
14-Apr-06
DRAINAGE AREA (Ad) = 21 1 ,2GG 5Q. FT. 4.85 ACRE5
IMPERVIOUS AREA (Ai):
BUILDINGS: 42,500 50. FT. 0.96 ACRE5
KOAD5: 20,473 50. FT. 0.47 ACRES
PARKING: 050. FT. 0.00 ACRES
SIDEWALKS: 0 5Q. FT. 0.00 ACRE5
TOTAL: G2,973 5Q. FT. 1 .45 ACRES
PERCENT IMPERVIOUS (1):
I = Ai/Ad = 30% (—
POND III 511ALL BE 4,6 DEEP AND E5IGNED TO REMOVE 90 % T55.
5A/DA= 2.50%
REQUIRED SURFACE AREA AT PERMANENT POOL:
SA,Ea.= 5,282 5Q. FT. = 0. 12 AC
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 1 7.0')= G,G81 5F
r...............................................................................................................................
5A PROV'D= G,G81 > C5,282 =5A REQ'D OK r................................................... :.................
MINIMUM REQUIRED VOLUME (51MPLE METIIOD BY TOM 5CIIUELER):
6,297 sf
Rv=0.05+0.009`(I) 3.S , �Q
Rv= 0.32 P /
VOLUME= I "`RVAJ = 0. 129333 AC-FT
5,G34 FT^3
POND I
PAGE I OF 3

VOLUME PROVIDED AT TEMPORARY POOL:
INCKEM. TOTAL
EL. 5A (5F) VOL. CF VOL. CF
17 G,G81 0 0
18 7,G78 7, 180 7, 1 80
19 8,733 8,20G 15,385
5ET TEMP. POOL ELEVATION:
KEQ'D EL.= 17.9 18.0 5AY
VOL. PROV'D = 7, 180 CF
f............................................................................................................................ ..�
VOL. PROV'D= 7, 180 > 5,G34 =VOL. REQ'D OK :
...............................................................................................................................r
FOREBAY SIZING:
PERMANENT POOL VOLUME:
INCREM. TOTAL
EL. 5A 5F VOL. CF VOL. CF
12.5 2,099 0 0
13 2,315 1 , 104 1 , 104
14 2,773 2,544 3,G48
15 3,25G 3,015 G,GG2
I G 3,7G4 3,510 10, 172
17 G,G81 5,223 15,395
REQ'D VOLUME = 20% TOTAL = 3,079 CF
FOND I
PAGE 2 OF 3

CHECK FOREBAY VOLUME:
INCREM. TOTAL '•
EL. 5A (5F) VOL. CF VOL. CF
12.5 8G 0 0
13 152 119 119
14 3G8 2GO 379
15 G59 514 893
I G I ,02 1 540 1 ,733
17 1 ,45 1 1 ,23G 23G9
PROV'D VOLUME = 2,9G9 Cl' (4' DEEP FOREBAY)
r. .......................................................................................................................... .5
VOL. PROV'D= 2,9G9 > 3,079 =VOL. REQ'D OK
...............................................................................................................................r
ORIFICE 51ZING: REO'D DKAWDOWN TIME = 2-5 DAY5
02= 0.032G03 C1`5 (FOR 2 DAY DRAWDOWN)
05= 0.013041 CF5 (FOR 5 DAY DKAWDOWN)
SELECT A I .00 INCH CIRCULAR ORIFICE, EL. 1 7.0' (PERM. POOL EL.)
Q PROV'D= Cd'A'(2gh)^ 1/2 WHERE: Cd= O.G
A= 0.005454 5F
NORMAL POOL EL. = 17.0 g= 32.2 FP5/5
TEMP. POOL EL. = 18.0 h= avg head:
0.4792
Q PROV'D= 0.0182
Q2> 0.016179 >Q5 OK
......................................................................:
DKAWDOWN TIME:= VOLUME= 3,59 DAYS
Q PROV'D
FOND I
PAGE 3 OF 3