SW8070544_Historical File_20090908

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 8, 2009
Stephen Clark, Manager
Waterboro Village Management, LLC
1009 Slater Road — Suite 400
Durham, NC 27703
Subject: Stormwater Permit No. SW8 070544MOD
Waterway Cove
High Density Subdivision Project
Brunswick County
Dear Mr. Clark:
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Waterway Cove on August 18, 2009. 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 070544MOD, dated September 8,
2009 for the construction of the project, Waterway Cove.
This permit shall be effective from the date of issuance until July 3, 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 Chris
Baker, or me at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
Surface Water Protection Section
GDS/csb: S:\WQS\STORMWATER\PERMIT\070544MOD.aug09
cc: Brandon Finch, P.E., The John R. McAdams Company
Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office
Central Files
Wilmington Regional Office
s t ,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One u1�aTolina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 ���������
Internet: www ncwaterpality org

State Stormwater Management Systems
Permit No. SW8 070544MOD
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
Stephen Clark and Waterboro Village Management, LLC
Waterway Cove
1611 Waterway Drive SW, Ocean Isle Beach, Brunswick County
FOR THE
construction, operation and maintenance of two infiltration basins 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 3, 2017 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for two (2) drainage areas with a maximum BUA per drainage area as
follows:
Drainage Area #1
Drainage Area #2
Infiltration Basin #1
Infiltration Basin #2
Drainage Area Acres:
31.38
29.83
Square Feet:
1,366,567
1,299,378
Maximum Allowable BJA,
634,964
337,903
Note: Built upon area includes, but is not limited to, roofed structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include raised,
uncovered, open slat decking, or the water surface of swimming pools.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. Each basin must be operated with a 50' vegetated filter.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 070544MOD
5. All stormwater collection and treatment systems must be located in either public
rights -of -way, 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.
6. The following design elements have been approved for the proposed infiltration
basin stormwater facilities, and must be provided in the system at all times.
Infiltration Basin #1
Infiltration Basin #2
a. Drainage Area, acres:
Onsite, ftz:
Offsite, fe
31.37
1,330,075
36,492
29.83
1,012,768
286,610
b.Total Impervious Surfaces, :
Onsite, ftZ:
Offsite, ft2:
671,456
634,964
36,492
624,513
337.903
286,610
c.Desi n Storm, inches:
1.5
1.5
d.Basin Depth, feet:
2
3
e. Bottom Elevation, FMSL:
30
10
f.Bodom Surface Area, :
6,827
2,225
g.Bypass Weir Elevation, FMSL
*N/A
*N/A
h.Permitted Storage Volume, :
*93,489
*87,368
i.Type of Soil:
Wando
Wando
'.Expected Infiltration Rate, in/hr-.
10
10
k.Seasonal High Water Table, FMSL:
27.9
6.43
I.Time to Draw Down, hours:
43
44
m.Receivin Stream/River Basin:
Intracoastal Waterway / Lumber
n.Stream Index Number:
15-25
o.Classification of Water Body:
SA;HQW
i ne storage volume for these infiltration basins is contained in existing ponds
where the stormwater runoff is directed. The treatment volume is then pumped
to the infiltration basins for treatment.
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 within
the permitted pond drainage areas for this project 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 Architectural Review Committee
(hereafter referred to as the ARC) and the NCDENR - Division of Water Quality,
and responsibility for meeting the built -upon area limit is transferred to the
individual property owner.
3. The permittee must set up a Homeowner's Association such that the permit can
be administered through the HOA via the Architectural Review Committee when
the permit is eventually transferred to the HOA.
4. The ARC shall have the responsibility to review and approve, or disapprove,
development plans, and track all new lot construction and additions to existing lot
construction, for the purpose of maintaining compliance with the permitted BUA
iimits within each drainage area. The plans reviewed must show all proposed
built -upon area. The ARC shall keep copies of all approved lot construction plans
for the purposes of recordkeeping and auditing and shall make those records
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 070544MOD
available to DENR staff on request. Any approvals given by the ARC do not
relieve the homeowner of the responsibility to submit all lot construction plans to
the ARC for approval, to construct only what has been approved by the ARC and
to maintain compliance with the permitted BUA limit.
4. The permittee shall cause a copy of the recorded document so named
"Declaration of Protective Covenants, Restrictions, Easements, Charges and
Liens for Waterway Cove", (hereafter referred to in this permit as the "DCP"),
prepared by Steve Reinhard, Attorney at Law, to be provided to all lot owners in
Waterway Cove.
5. 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. The individuai
property owner is also responsible for maintaining compliance with the built -upon
area limit and is subject to enforcement action and fines if the lot's BUA is
exceeded.
6. Individual lot built -upon areas will be recorded with the Brunswick County
Register of Deeds office per the requirements of the DCP.
7. 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.
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. 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.
11. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Infiltration systems should not be used
as erosion control devices, due to the potential clogging. If the stormwater
system was used as an Erosion Control device, it must be restored to design
condition prior t-- operation as a stormwater treatment device, and prior to
occupancy of the facility_
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 070544MOD
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. 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.
14. The permittee shall cause the following data to be tracked and recorded, and
must submit a semiannual report to NCDENR, 127 Cardinal Drive Extension,
Wilmington NC 28405. The report is due on the 15th day of the months of June
and December, for the life of the permit. The main point of contact in DENR to
submit the report to will be Ms. Linda Lewis, with Mr. Chris Baker serving as the
alternate point of contact. Each report must contain columns in a spreadsheet
format documenting the following information:
a. Record the drainage area number as described in the plans and
specifications of this permit.
b. Note the street address, the specific lot number, and the section/phase of
the subdivision as shown on the approved plans as related to the drainage
area in item a.
C. Document the allowable built -upon -area (BUA) for each specific lot being
described. 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.
d. Record the actual impervious surface constructed for each lot.
e. Demonstrate the difference (+/-) of the allowable built -upon -area versus
the actual impervious area constructed for each developed lot.
f. Note the lot owner's name. Make any necessary revisions to this item if
the property changes ownership for any reason.
h. After development of individual lots is complete, document that all
stormwater runoff on the lot drains into the permitted system.
i. At the end of the section of each drainage area illustrate: 1) the total
allowable built -upon -area (BUA) for the drainage area, 2) the road BUA
within the drainage area, 3) the sidewalk BUA within the drainage area, 4)
the total miscellaneous BUR within the drainage area, and 5) the total lot
BUA constructed to date within the drainage area.
j. The stormwater permit number SW8 070544 MOD will appear in the front
cover of the report.
k. The current president or vice president of the homeowners association will
sign and have notarized a statement that all data contained within the
report as submitted to NCDENR is true and accurate.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 070544MOD
15. 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.
16. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
17. 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.
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.
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.
21. The permittee shall audit the built -upon areas within the project every 6 months
to coincide with the semi-annual report submission.
Ill. GENERAL CONDITIONS
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 and
signed "Name/Ownership Change Form" must be submitted to the Division of
Water Quality accompanied by the appropriate documentation as listed on 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. Neither the sale of the project area, nor transfer of ownership of the common
areas constitutes an approved transfer of the permit.
4. 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.
5. 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.
6. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 070544MOD
7. 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.
8. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
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 for a minimum of ten years from the date of the completion of
construction.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal application shall include the
appropriate application fee and documentation.
Permit issued this the 8th day of September, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Directof
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 070544MOD
Waterway Cove Page 1 of 2
Stormwater Permit No. SW8 070544MOD
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:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 070544MOD
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
Brunswick County Building Inspections
Page 9 of 9

B ONLY. .
Date Received
Fee Paid
Permit Number
- -Q
- 1)
State of North Carolina J'�%',�
Department of Environment and Natural.Resourcl s p 2009
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATI��
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Waterboro Village Management, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Stephen H. Clark
3. Mailing Address for person listed in item 2 above:
1009 Slater Road - Suite 400
City:Durham State:North Carolina Zip:27703
Phone: (919 ) 433-2973 Fax:
Email:steve.clark®sharedaccess.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Waterway Cove
5. Location of Project (street address):
1611 Waterway Drive SW
City:Ocean Isle Beach County:Brunswick Zip:28469
6. Directions to project (from nearest major intersection):
From the intersection of NC 179 (Beach Dr SW) & NC 904 (Causeway Dr) travel west Vprox 0 75-miles to the
intersection of Waterway Dr SW & NC 179/904. The project is located at the SE Corner of this intersection
7. Latitude:33° 53' 54" N Longitude:78° 2703" W of project
8. Contact person who can answer questions about the project:
Name:Brandon R. Finch, P.E. Telephone Number: (919 ) 361-5000
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 070544 and its issue date (if known)Tuly 3, 2007
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. n 3 ditional Project Requirements (check applicable blanks; information on required state permits can be
Form SWU-101 Version 09.25.08 Page 1 of 4

obtained by contacting the Customer Service Center at 1-877-623-6748):
®CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑ I ustrial Stormwater
III. PROJECT INFORMATION a o 2003 !
1. In the space provided below, summarize how stormwater will be treated. Al$o attach a detailed narrati e
(one to two pages) describing stormwater management for the project. 13y:
The proposed stormwater system includes temporary storage of the required runoff volume (sit. ezrandfathered
under 1995 rules, so the required runoff volume is the 1.5-inch rainfall event) within the middle & lower onsite ex
ponds. This volume is then pumped to off-line infiltration basins (2 total). Runoff from the 10-yr event & below
will be bypassed & treated via level spreaders/filter strips. Storm events larger than the 10-yr event will activate
emergency spillways that will be constructed as part of the proposed dam rehabilitations
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Property Area: 49.72 acres 4. Total Coastal We —'ands Area: 0.93 acres
5. Total Property Area (3) — Total Coastal Wetlands Area (4) = Total Project Area**:48.79 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA):45.8
7. How many drainage areas does the project have? 2
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area for each engineered stormwater device.
iatian
ainageirea
lliaYtiage+ Area 2
Receiving Stream Name
See Attachment A
See Attachment A
Stream Class & Index No.
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
Existing Impervious* Area (sf)
Proposed Impervious*Area (sf)
% Impervious* Area (total)
erviotls* Suxface Area
Drain' At a 1 :
DTauia Area 2
, g
On site Buildings (sf)
See Attachment A
See Attachment A
On -site Streets (sf)
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Off -site (sf)
Total (sf):
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands from use when calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
9. How was the off -site impervious area listed above derived?GIS information obtained from Brunswick County
Projects in Union County: Contact the DWQ Central Office staff to check to see ifyou project is located
within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater
requirements.
Form SWU-101 Version 09.25.08 Page 2 of 4

IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1 High Density Commercial Subdivisions
Form DRI'C-2 Hign Density Developments with Outparcels''
Form DRPC-3 High Density Residential Subdivisions 0 2009
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 property restrictions and protective covenants for this
project shall include all the applica le 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 charged or deleted without concurrence from the NC DWQ, 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 Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms htm.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian
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 SW401-Cistern
Cistern Supplement
Buffer Supplement
Form SWU-101 Version 09.25.08 Page 3 of 4

VI. • SUBMITTAL REQUIREMENTS 1 i l l l z �� `1
Only complete application packages will be accepted and reviewVd-by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below -The complcete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
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
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if BfL�
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• 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 �12iF
• Two copies of plans and specifications (sealed, signed & dated), including: t3P
- 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)
VH. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Brandon R. Finch (The John R. McAdams Comp_y, hic.)
Mailing Address:PO Box 14005
City:Research Triangle Park State:NC Zip:27709
Phone: (919 ) 361-5000 Fax: (919 ) 361-2269
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Stephen H. Clark
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 covenapts will be corded. and that the proposed project complies with the requirements of 15A
NCAC 211.1000 _
Signature: Dat�L`�t
Form SWU-101 Version 09.25.08 Page 5 of 4

N
y
H
n
o ;d
tTj

A
Permit No. SL&AOiO V 4M61b
(to by DWQ)
�oF warF9 G
Qr
.AGIA STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be rifted out, printed and submitted.
The Required items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information
11. PROJECT INFORMATION
Project Name Waterway Cove
Contact Person Brandon R. Finch, PE
Phone Number (919) 361-M
Dale 8/2112009
Drainage Area Number Infiltration Basin #1 / Middle Pond
II, DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hrdischarge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
1,366,567.00 f
671,456.00 ffZ
0.49 %
1.50 in
3.72 in
in/hr
ftlsec
tt3/sec
fe/sec
fe
ff'
84178.00 fts
ff3 f�l J t3'tt't
3�13 $ 7,5g6 = 75,489 rr
93,489.00 fe Need to provide additional volume
Wando
10.00(Assumed) in/hr< µAy- it Mj.ta.agu I,(
27.90 fmsl 5c tFJ'M°fr
14 r-4%V 'A. i .—ife
1rt..:St (1rx'�� t? tyt'tr�
Drawdown time
1.78
days OK
Basin side slopes
3.00
:1 OK
Basin bottom elevation
30.00
first OK
01,nI,NSF w rl•4��
Storage elevation
VUM%9 At' gAae So,r_ —
a AgJ rf
> 30.00
fmsl
0, 13.07
Stora a Surface Area
r(.;rnz.t
RAC 2FiCt�1� ilt�rllff : O
6,827.00
ffe9
51%,2n6
Top elevation
P 32.00 _
fmsl
13.1 ('fM4A55 VtPf'�
AV-" P,. �Ft..3fa
Basin Bottom Dimensions
Basin length
-rat' 0'V DAM vbe
fl
Basin width
a.t
It
Bottom Surface Area
6,827.00
�Ip 44-, 119 (-J-4i )
Form SW401-Infiltration Basin-Rev.4 Parts I. & II. Design Summary, Page 1 or 2

Permit No.,5 I D��-��
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
ac-in
Length of vegetative filter for overflow
50.00
It OK
Distance to structure
ADJACENT
ft OK F— 15 ix t L.ocA°"AD:3vv4 lt' to
Distance from surface waters
194.00
ft vf At-tc-Nt:" e40,(2,re
Distance from water supplywell(s)
NIA
ft�_
Separation from impervious soil layer
N/A
ApntAV, 101,%4WY it a++»+
ft OK �� o
Naturally occuring soil above shwt
2.10
ft OK
Bottom covered with 44n of clean sand?
Y
(Y or N) OK 30 - C-1-. 2-7•9 ( ('JGuu®e S'T" oe f+*tn)
Proposed drainage easement provided?
NIA
(Y or N) OK
Capures all runoff at ultimate build -out?
Y
(Y or N) OK
Bypass provided for larger storms?
Y
(Y or N) OK
Pretreatment device provided
Yes
Ex Middle Pond will serve as pretreatment; All SD inverts will have sump
Form SW401-Infiltration Basin-Rev.4 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
pvi
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in ti e space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
61? F G c -I'D
1. Plans (1" - 50' or larger) of the entire site showing:
i A
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
Pretreatment system,
High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
Alf yor- iA
2. Partial plan (9' = 30' or larger) and details for the infiltration basin showing:
Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
6 •
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
_ cp�c. � 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
at* chc Oww- 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
sef _%O-c A B. A construction sequence that shows how the infttration basin will be protected from sediment until the
entire drainage area is stabilized.
_0 t CSC issrlcx 7. The supporting calculations.
9 ex- 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
8ek 9. A copy of the deed restrictions (if required).
Form SW401-infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

THE JOHN R McADAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Mr. Chris Baker
Division of Water Quality
127 Cardinal Drive Extension
Date: August 21, 2009
Wilmington, NC 28405
[phone]
Re: Waterway Cove Job No.
am sending you the following item(s):
** FEDERAL EXPRESS **
WVM-08000
COPIES
DATE
NO.
DESCRIPTION
1
Revised Plan Set
These are transmitted as checked below:
❑ As requested
I� Fnr nnnrnvnl
Copy to:
® For your use
n
Signed:
16randon R. Finch, PE
Sr. Stormwater Project Manager
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
❑ Copy Entire Document to File
CIVIL ENGINEERiNG . LAND PLANNING • SURVEYING
PO Box 14005 • Research Triangle Park, INC 27709 • [phone] a fax [phone]
www.johniTncadams.com

Research Triangle ?ark, RC
Post Office Box 14005
Research Triangle Park,
North Carolina 27709
2905 Meridian Parkway
D ',rth Carolina 27713
Bb-, 16
919-2nr=4262
919-361-2269 Fax
EcoEngineering
A division of The John R. McAdams Company, Inc.
C -r,T TE D
WATERWAY COVE
0CEANISLE BEACH, NORTH CAROLINA
HYDRAULIC/HYDROLOGIC CALCULATIONS FOR THE
PROPOSED STATE STORMWA TER MANAGEMENT PERMIT
MODIFICATION (RENOVATION OF 3 EXISTING DAMS
& DESIGN OF 2 INFILTRATIONBASINS)
WVM-08000
July 30, 2009
Brandon R. Finch, PE
Sr. Stormwater Project Manager
Jeremy V. Finch, PE
Stormwater Project Manager
7/Zq 1zoo8
www.ecoengr.com Design Services Focused On Client Success

WATERWAY COVE
Hydraulic /Hydrologic Calculations for the Proposed State Stormwater Management Permit
Modification (Renovation of 3 Existing Dams & Design of 2 Infiltration Basins)
General Description
Located at the southeast quadrant of the intersection of NC 179/904 and Waterwa Drive SR
1232) in Ocean Isle Beach, North Carolina, is the proposed single-family residential
development currently known as Waterway Cove. Proposed development on this 49.72-acre site
is the construction of 205 single-family residences, a clubhouse / amenity center, a community
pier / docking facility, along with associated roadways, parking areas, utilities and stormwater
management infrastructure.
Waterway Cove is located within the Lumber River Basin with stormwater runthi
off from s site
-25). According to the N.C.
draining directly into the Intracoastal Waterway (Stream Index #15
Division of Water Quality BasinWide Information Management System (BIMS), the Intracoastal
Waterway is classified as SA;HQW in this location. For this reason, development on this site
must meet the coastal stormwater requirements for areas that are located within V2 mile of and
draining to SA waters. As of the date of this report, a new project would be required to meet the
coastal rules adopted as part of Session Law 2008-211 (the NC Coastal Stormwater Rule).
However, this project was previously permitted in July 2007 (Stormwater Permit No. SW8
070544) and has been allowed (per agreements / discussion with both NCDWQ and the Town of
Ocean Isle Beach) to proceed forward under the 1995 coastal stormwater rules. These rules were
previously located within sections 15A NCAC 02H.1005 and 15A NCAC 02H.1006 (section
.1005 now superceded) of the North Carolina Administrative Code and are as follows:
Applicable Stormwater Managementldegulations
I. Per 15A NCAC 02H.1005: Stormwater Requirements: Coastal Counties
All development activities within the coastal counties which require a stormwater
management permit in accordance with Rule .1003 of this Section shall manage
stormwater runoff as follows:
(1) development activities within the coastal counties draining to Outstanding
Resource Waters (ORJ9 shall meet requirements contained in Rule .1007
of this Section;
(2) development activities within one-half mile of and draining to SA waters
or unnamed tributaries to SA waters:
(a) High Density Option: Higher density developments shall be
permitted pursuant to Rule .1003(d)(2) of this Section if
stormwater control systems meet the following criteria
(i) no direct outlet channels or pipes to SA waters unless
permitted in accordance with 15A NCAC 2H.0126;
(ii) control systems must be infiltration systems designed in
accordance with Rule .1008 of this Section to control the
runoff from all surfaces generated by the one and one-half
inches of rainfall. Alternatives as described in Rule
.1008(h) of this Section may also be approved if they do not
discharge to surface waters in response to the design
storm;
runoff in excess of the design volume must flow overland
through a vegetative filter designed in accordance with
Rule .1008 of this Section with a minimum length of 50 feet
measured from mean high water of SA waters;

II. Per 15A NCAC 02H.1006:
All development activities which require a stormwater management permit under Rule
.1003 of this Section and are within one mile of and draining to waters classified as High
Quality Waters (HQW) shall manage stormwater runoff in accordance with the
provisions outlined in this Rule. More stringent stormwater management measures may
be required on a case -by -case basis where it is determined that additional measures are
required to protect water quality and maintain existing and anticipated uses of these
waters.
(1) All waters classified as WS I or WS II (15A NCAC 2B.0212 and . 0214) and
all waters located in the coastal counties (Rule .1005 of this Section) are
excluded from the requirements of this Rule since they already have
requirements for stormwater management.
Overall Management ofStormwater Runoff from Waterway Cove
Waterway Cove is proposed to be permitted as a high -density project. The project drains to SA
waters, meaning to qualify for low -density, the total BUA must be less than 25% (per 1995
coastal stormwater rules). However, the site will be designed such that the maximum total built
upon area (BUA) for the total project area will exceed this threshold (proposed to be 45.8%),
thus warranting the high -density classification. In order to meet the requirements of section 15A
.NCAC 02H.1005, the stormwater runoff of this site will be treated as follows:
There are three existing ponds / dams located onsite. Each of these existing facilities is
proposed to be renovated / reconstructed such that they will safely pass the appropriate
design rainfall events. As part of the proposed renovations, features will be incorporated
within two of the ponds / dams to allow them to accomplish two additional goals: (1)
temporarily store runoff from storm events (to help minimize the frequency of
overtopping of the dam embankment), and (2) allow them to serve as a water source for
future irrigation within the proposed development.
With regards to temporarily storing runoff from storm events, the spillway systems (i.e.
the principal spillways and the emergency weir spillways) for the middle and lower
ponds will be configured such that temporary storage (above normal pool) of the
required runoff volume (i.e. runoff from the 1. 5-inch rainfall event) is provided in each
facility. This volume will then be pumped to off-line infiltration basins (two total). The
middle pond pumps to an infiltration basin located near the future clubhouse / amenity
area. The lower pond pumps to an infiltration basin located on the southeast portion of
the site. For each of these ponds, the emergency spillway crest (i.e. Armorflex weir
system) is then set such that runoff events from the 10 year storm and below will not
overtop the dams (to minimize the frequency of overtopping), but instead is directed to
level spreader / 50 ft vegetated filter strip systems prior to discharging into the
Intracoastal Waterway at the southeast corner of the site. Storm events larger than the
10 year storm will activate the Armorflex weir spillways that are constructed as part of
the proposed dam rehabilitations. Please note an 8-inch bottom drain system is also
proposed within each of the ponds for future maintenance needs (if any) and emergency
drawdown situations.
With regards to future irrigation, it is intended to utilize the existing ponds as a water
source in lieu of potable water from Brunswick County. The water to be used for
irrigation will be pumped from the normal pool elevation and below. A well (or series of
wells) will be installed to replenish the ponds and restore the normal pool elevations.
2

Calculation Methodologv
Rainfall data for the Ocean Isle Beach, NC region is from NOAA Atlas 14. The 1-year,
2-year, 10-year, 25-year, 50-year, and 100-year events were analyzed as part of this
report. All of these storms were modeled within PondPack Version 8.0 assuming a SCS
Type III rainfall distribution. Please reference the Rainfall Data section within this report
for additional information.
2. Using maps contained within the Brunswick County Soil Survey, the site soils were
determined to range from hydrologic soil group (HSG) `A' soils to HSG `B' soils. Since
the method chosen to compute post -development peak flow rates and runoff volumes is
dependent upon the soil type, within each sub -basin, wi approximate proportion of each
soil group was determined using NRCS Soil Survey Maps. Once an approximate
proportion was determined, a composite SCS CRT was computed for each cover condition.
For example, the post -development soil composition of the sub -basin draining to the
lower pond consists of approximately 96% HSG `A' soils and 4% HSG `B' soils.
Therefore, for the open area cover condition, the composite SCS CN is computed as
follows (assuming good condition):
Composite Open SCS CN = (0.96*39) + (0.04* 61) 40
This type of calculation was done for each of the studied sub -basins in an effort to
accurately account for the difference in runoff between HSG `A' and `B' soils.
3. The post -development time of concentration to each of the existing ponds and proposed
infiltration basins was assumed to be 5 minutes in the post -development condition. This
is a conservative assumption.
4. Off -site impervious area to the lower pond was computed using information obtained
from Brunswick County GIS. Using average lot sizes, an approximate impervious
percentage for each area of lot type was assumed using design tables from SCS TR-55.
Please reference the design calculations for detailed impervious assumptions for the
offsite areas.
5. Off -site impervious to the middle pond was measured in CAD using available survey /
GIS data.
6. The on -site topography used in the analysis is from a combination of. (1) field survey
information provided to The John R. McAdams Company, Inc. by Bobby M. Long &
Associates and (2) a recent field survey of portions of the site by The John R. McAdams
Company, Inc. Please refer to Sheet C-1 of the construction plan submittal for additional
information.
7. The onsite wetlands delineation was performed by Land Management Group, Inc.. The
CAD information for the wetlands delineation (signed jurisdictional determination dated
08/27/2007) was provided to The John R. McAdams Company, Inc. by Bobby M. Long
& Associates.
8. Soil boring information in the vicinity of the proposed infiltration basins was provided to
The John R. McAdams Company, Inc. by S&ME, Inc. in a report dated March 11, 2009.
Please refer to the Site Soils Information section within this report for additional
information.

9. All design aspects (construction details, block sizing calculations, etc.) of the Armorflex
block system is by CONTECH, Inc. The John R. McAdams Company,- Inc. assumes no
liability with regard to the design of the Armorflex systems.
10. The final design calculations for the proposed submersible pump systems for the middle
and lower ponds (that will pump water from these ponds to the above ground infiltration
areas) are included as an addendum to this report and are by representatives of Godwin
Pumps. The John R. McAdams Company, Inc. assumes no liability with regard to these
pump calculations. However, the allowable minimum and maximum pumping rates to the
infiltration areas have been calculated by The John R. McAdams Company, Inc. and are
included in this report. They are used as the basis for the design of the pumping systems
by Godwin Pumps. Also included in the construction plans are the proposed locations of
the wet wells (See Sheet P-14 of the construction plan set) where the submersible pumps
for each system will be located, along with the PVC force main lines connecting the wet
wells to the above ground infiltration areas.
11. PondPack Version 8.0, by Haestad Methods, Inc. is used to generate post -development
peak flow rates and model the proposed dam rehabilitations. It is also used to generate the
peak flow rates into the proposed level spreaders / vegetated filter strip areas in the 10-
year storm event.
12. The stage -storage rating curves and stage -storage functions for the proposed dam
rehabilitations and infiltration basins were generated outside of PondPack and then input
back into PondPack for routing calculations.
13. The principal/emergency spillway systems for the middle and lower ponds were
configured as follows:
a. The normal pool elevations prior to a storm event are set at the same elevations
as those specified in the existing CAMA permit (dated October 24, 2007).
b. An inlet pipe, which will drain by gravity to a wet well (i.e. junction box)
containing a submersible stormwater pump (designed by Godwin Pumps — see
Item 10 above), is set at the normal pool elevation of the existing ponds. These
submersible pumps will pump the computed water quality volume from their the
existing ponds to the proposed infiltration basins in: (1) For the upper
infiltration area = 1.78 days and (2) For the lower infiltration area = 1.85 days.
i. Please note the upper pond is not used for any water quality storage and its
drainage area is treated by the pumping system for the middle pond
c. A bypass system is set at the top of the required water quality storage (i.e. 1.5-
inch runoff depth) for each pond. This bypass system will accommodate all
design storms less than or equal to the 10-year storm event and discharge them
through the required level spreaders / vegetated filter strips.
d. The emergency weir spillways are set above the top of the 10-year storm
elevations. These systems will be activated in storm events greater than the 10-
year event.
14. Water quality sizing calculations were performed in accordance with the N.C.
Stormwater Best Management Practices manual (NCDENR October 2007). The water
quality volume resulting from the one and one-half inch rainfall event was computed
using the Simple Method.
15. Flowmaster Version 6.0, by Haestad Methods, is used to compute the velocities and flow
depths of the 10-year storm event through the proposed vegetated filter strips. The filter
strips are modeled as large rectangular channels, with the filter slopes derived from the
proposed grading plan and the actual Manning's n determined using the methods
n

described in the North Carolina Erosion & Sediment. Control Planning and Design
Manual - Section 8.05 Design of Stable Channel and Diversions.
16. Riprap velocity dissipaters are provided at the principal spillway outlets to prevent
erosion and scour in these areas. The dissipaters are constructed using rip rap, underlain
with a woven geotextiie filter fabric. The filter fabric is used to minimize the loss of soil
particles beneath the riprap aprons. The dissipaters are sized for the 10-year storm event
using the NYDOT method. It is a permanent feature of the outlet structures.
17. The proposed infiltration basins were not routed in Pondpack due to the constant
pumping rate over 2 to 5 days (e.g. — lack of inflow hydrograph since it is due to
pumping). Rather than performing a standard pond routing analysis, the stage -discharge
function of the proposed outlet structure was computed for each facility and compared to
the maximum inflow rate to insure they were capable of passing flows much greater than
the maximum inflow rate.
Infiltration Area #1- Surface Area Sizing Discussion
The proposed above ground infiltration basin for the middle pond will treat both minimal surface
drainage from adjacent areas, along with water being pumped from the middle pond. The
minimum surface area for this facility is determined by calculating the 1.5" water quality volume
from the area of the surface drainage and then adding it to volume being pumped from areas
draining directly to the pond. Once the cumulative volume is known, the size of the infiltration
area is computed using an "effective infiltration area" calculation described in the DWQ BMP
Manual. The equation for this method, along with the values used for the minimum pumping rate
scenario for this facility, is as follows:
Required Infiltration SA = WQY/(2*(%*T))
= (84,178 cj) /(2*(10 in/hr*5.0 days))
= 842 sf
Please note the infiltration rate, K, of 10 in/hr used in the above calculation is the maximum
allowed by the State soil scientist. This is less than one-half of the field tested infiltration rate of
greater than 40.00 in/hr shown in the S&ME report.
Infiltration Area #2 - Surface Area Sizing Discussion
The proposed above ground infiltration basin for the lower pond will treat both minimal surface
drainage from adjacent areas, along with water being pumped from the lower pond. The
minimum surface area for the infiltration area is determined by calculating the 1.5" water quality
volume from the area of the surface drainage and then adding it to volume being pumped from
areas draining directly to the pond. Once the cumulative volume is known, the size of the
infiltration area is computed using an "effective infiltration area" calculation described in the
DWQ BMP Manual. The equation for this method, along with the values used for the minimum
pumping rate scenario for this facility, is as follows:
Required Infiltration SA = WQY/(2*(%*T))
= (78,379 cfi /(2*(9.31 in/hr*5.0 days))
= 842 sf
Please note the infiltration rate, K, of 9.31 in/hr used in the above calculation is one-half of the
field tested infiltration rate of 18.61 in/hr shown in the S&ME report (per agreement with DWQ
star.

WATERWAY COVE SUMMARY OF RESULTS J. FINCH, PE
WVM-08000 8/17/2009
EXISTING UPPER POND ROUTING RESULTS
Top of Dam = 24.50
Return Period
Inflow
[cfs]
Outflow
[cfs]
I'-1 WSE
Freeboard
1-Year
7.02
6.10
22.80
1.70
2-Year
10.12
9.06
22.86
_
1.64
10-Year
20.68
19.43
23.05
1.45
25-Year
28.41
27.04
23.17
1.33
50-Year
35.22
33.73
23.26
1.24
100-Year
42.87
41.28
23.36
1.14
E3�IR`ll(k UPR POND `Ij1ViMARX
Design Drainage Area = 222,156 sf
5.10 acres
Design Impervious Area = 118,483 sf
= 2.72 acres
% Impervious = 53.3%
Top of Dam =
24.50
ft
Ex Upper Pond Normal Pool Elev =
22.58
ft
Ex Upper Pond Normal Pool SA =
10,429
ft
Weir Spillway Crest =
22.58
ft
Weir Spillway Length =
20
ft
=> VA I,ti 1 1N(, \I11)01,E PO Ni 1) RO1. 11NC: RVS. LlIA'S
Top of Dam = 17.50
Return Period
Inflow
[cfs]
Outflow
[cfs]
Max. WSE
[ft]
Freeboard
[ft]
1-Year
36.54
0.60
13.67
3.83
2-Year
54.62
1.70
14.09
3.41
10-Year
117.20
8.94
15.52
1.98
25-Year
163.84
62.72
15.92
1.58
50-Year
205.40
128.64
16.19
1.31
100-Year
252.31
215.56
16.47
1.03
XIS7'ING:MIDD-E-.1POND SUMIV :V-
Design Drainage Area = 1,366,567 sf
31.37 acres
Design Impervious Area = 671,456 sf
15.41 acres
% Impervious = 49.1 %

WATERWAY COVE SUMMARY OF RESULTS J.1iINCH, Pr
WVM-08000 8/17/2009
Top of Dam =
17.50
ft
Design Storm (WQ Vol) =
1.50
inches
WQ Volume =
84,080
cf
WQ Storm Depth =
1.62
ft
WQ Volume Elevation =
13.07
ft
Ex Middle Pond Normal Pool Elev =
11.45
ft
Ex Middle Pond Normal Pool SA =
44,119
sf
Bypass Pipe Elevation =
13.10
ft
Bypass Pipe Diameter =
30
inches
Weir Spillway Crest =
15.55
ft
Weir Spillway Length =
75
ft
EXIST16G LOWS R ]POND ROUTING'RFSi}LTS ;
Top of Dam = 12.00
Return Period
Inflow
[cfs]
Outflow
[cfs]
Max. WSE
[ft]
Freeboard
[ft]
1-Year
21.88
0.54
7.88
4.12
2-Year
33.79
1.82
8.26
3.74
10-Year
75.97
11.67
9.65
2.35
25-Year
124.59
107.06
10.29
1.71
50-Year
221.87
199.10
10.60
1.40
100-Year
359.89
325.39
10.96
1.04
_-� EXISTING I.fJVI'ER POND SL!MMARY .I
Design Drainage Area = 1,269,960 sf
= 29.15 acres
Design Impervious Area = 611,648 sf
14.04 acres
% Impervious = 48.2%
Top of Dam =
12.00
ft
Design Storm (WQ Vol) =
1.50
inches
WQ Volume =
76,748
cf
WQ Storm Depth =
1.92
ft
WQ Volume Elevation =
7.28
ft
Ex Middle Pond Normal Pool Elev =
5.36
ft
Ex Middle Pond Normal Pool SA =
33,939
sf
Bypass Pipe Elevation =
7.45
ft
Bypass Pipe Diameter =
30
inches
Weir Spillway Crest =
9.75
ft
Weir Spillway Length =
75
ft

WATERWAY COVE SUMMARY OF RESULTS J. FINCH, PE
WVM-08000 8/17/2009
—> INF JLTRA I ON BASPi m#1 SUMMARY
Design Drainage Area = 1,366,567 sf
31.37 acres
Design Impervious Area 671,456 sf
15.41 acres
% Impervious = 49.1 %
Top of Dam =
32.00
ft
Design Storm (WQ Vol) =
1.50
inches
WQ Volume =
84,178
cf
Min Pumping Rate to Basin =
87.46
gpm
Max Pumping Rate to Basin =
218.64
gpm
Computed Pump Operating Point =
245.00
gpm
Iinfiltration Basin Floor Surface Area =
6,827
sf
Soils Hydraulic Conductivity =
10
in/hr
Drawdown Time =
42.72
hours
=
1.78
days
Level Spreader Length =
91
ft
Level Spreader Outlet Velocity =
1.44
fdsec
Vegetated Filter Length =
50
ft
I Vegetated Filter Velocity =
0.62
ft/sec
Riser Size =
4 x 4
ft
Riser Crest =
31.00
ft
Barrel Diameter =
15
inches
# of Barrels -
1
Invert In =
26.50
feet
Invert Out (JB) =
22.55
feet
Length —
53
feet
Slope =
0.0745
ft/ft

WATERWAY COVE SUMMARY OF RESULTS J. FINCH, PE
WVM-08000 1 8/17/2009
5 INIF1LTOATION Bh4,SIN 42$I,1MMAR`1Y
Design Drainage Area = 1,299,378 sf
29.83 acres
Design Impervious Area = 624,513 sf
14.34 acres
% Impervious = 48.1%
Top of Dam =
13.00
ft
Design Storm (WQ Vol) =
1.50
inches
I WQ Volume =
78,379
cf
Min Pumping Rate to Basin =
81.43
gpm
Max Pumping Rate to Basin =
203.58
gpm
Computed Pump Operating Point =
220.00
gpm
Iinfiltration Basin Floor Surface Area =
2,225
sf
Soils Hydraulic Conductivity =
9.52
in/hr
Drawdown Time =
44.4
hours
=
1.85
days
Level Spreader Length =
130
ft
Level Spreader Outlet Velocity =
1.40
ft/sec
Vegetated Filter Length
50
ft
Vegetated Filter Velocity
0.43
ft/sec
Riser Size =
4 x 4
ft
Riser Crest =
11.00
ft
Barrel Diameter =
15
inches
# of Barrels =
1
Invert In =
8.00
feet
Invert Out (JB) =
6.31
feet .
Length =
38
feet
Slope =
0.0445
ft/ft

/
E
F
�

SWCi0?0S44*0b
LOWER POND FORCE MAIN
WATERWAY COVE
OCEAN ISLE BEACH, NC
ONE (1) GSL60HV (193 GPM)
HYDRAULIC CALCULATIONS
DISCHARGE - 4" SCHEDULE 80 PIPE
h SS :=0
hsd:=10
Q:=193
LS:=150
L 45 := 4.8
L 90 :=10.5
L exit :=10.5
Leq:=LS+L45+L90+Lexit
L eq = 175.8
HAZEN WILLIAMS EQUATION
C : =120
d 1 :=3.826
q �100�
t.ssh fd:=0.002083•L e •—
C d 4.8655
1
h fd = 6.5
Ve1:= `1
(2.45•d 1`}
Vet = 5.4
no suction lift (ft)
static discharge head (ft)
rate of flow (GPM) from one pumpset
length of discharge pipe
(ft)
equivalent length of one (1) 4"
45 deg bends (ft)
equivalent length of one (1) 4"
90 deg bends (ft)
equivalent length of exit loss (ft)
total equivalent discharge length (ft)
C factor for pipe roughness
inside diameter of 4" Schedule 80 Pipe (in)
friction loss in discharge piping (ft)
velocity of flow through discharge pipe (ft/s)

TOTAL DYNAMIC HEAD
Hs:=0
hsd:=10
Hd:=hsd+hfd
total suction head
static discharge head (ft)
H d = 16.5 total dynamic discharge head (ft)
TDH:=Hs+Hd
TDH = 16
total dynamic head (ft)
The maximum flow for this overall system is 193 GPM. One (1) GSL80HV pumpset will be sufficien
to accomplish this flow.
All equivalent lengths referenced to Cameron's pg 3-121

MIDDLE POND FORCE MAIN
WATERWAY COVE
OCEAN ISLE BEACH, NC
ONE (1) GSL80HV (250 GPM)
HYDRAULIC CALCULATIONS
DISCHARGE - 4" SCHEDULE 80 PIPE
h SS := 0
h sd := 22
Q := 254
L s := 395
L 45 : = 9.6
L exit :=10.5
L eq:= L S + L 45 + L exit
L eq = 415.1
HAZEN WILLIAMS EQUATION
C:=120
d 1 := 3.826
�100
1.8s (Q)1.85
h fd:=0.002083•L eq• —/II gs655
C dl
h fd = 25.3
Vel = Q
(2.45•d 121
Vel = 7.1 J
no suction lift (ft)
static discharge head (ft)
rate of flow (GPM) from one pumpset
length of pipe (ft)
equivalent length of two (2) 4"
45 deg bends (ft)
equivalent length of exit loss (ft)
total equivalent discharge length (ft)
C factor for pipe roughness
inside diameter of 4" Schedule 80 Pipe (in)
friction loss in discharge piping (ft)
velocity of flow through discharge pipe (ft/s)

TOTAL DYNAMIC HEAD
Hs:=0
h sd := 22
Hd:=hsd+hfd
H au = 47.3
TDH:=Hs+Hd
TDH = 47
total suction head
static discharge head (ft)
total dynamic discharge head (ft)
total dynamic head (ft)
The maximum flow for this overall system is 254 GPM. One (1) GSL80HV pumpset will be
sufficient to accomplish this flow.
All equivalent lengths referenced to Cameron's pg 3-121

140
120
100
W 80
W
ILL
0 60
40
20
am
GODWIN SUB -PRIME MODEL GSL80HV
ONE (1) 8-HP SUBMERSIBLE / SYSTEM
MIDDLE POND FORCE MAIN
WATERWAY COVE
(SYSTEM CONDITIONS
- Static Head: 22-ft (invert to grade)
- Forcemain: 365' of 4" SCH 80 with 45deg Elbow
—6—System Curve
®Target Flow
GSL80HV
0 25 50 75 100 125 150 175 200 225 250 275 300
FLOW (GPM)
GSP80HV.006.mr.xls Middle Pond 80HV 8/21/2009

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GODWIN SUB -PRIME MODEL GSL60HV
ONE (1) 6-HP SUBMERSIBLE / SYSTEM
L^WER POND FORCE MAIN
WATERWAY COVE
SYSTEM CONDITIONS
- Static Head: 10-ft (invert to grade)
- Forcemain: 150' of 4" SCHD80 with 45deg Elbow
f GSL60HV
System Curve
-Target Flow
25 50 75 100 125 150 175 200 225 250
FLOW (GPM)
GSP80HV.006.mr.xls Lower Pond 60HV 8/21/2009

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dwin r �r
pumps
7JUL 0 "cog
373Conquest Drive, Garner, NC 27529 { 0
[phone] Fax [phone]
www.god%inpumps.com
July 13, 2009
Eco Engineering
PO Box 14005
Raleigh - RTP, NC 27709-4005
Attention: Mr. Jeremy Finch
Phone: [phone]
Fax: [phone]
RE: Waterway Cove — Stormwater Pump Design
Sale Quotation: PM6210
Dear Mr. Finch:
Godwin Pumps of America, Inc. is pleased to be working with ECO Engineering on the
stormwater design for the Waterway Cove Project.
Our proposal includes a separate equipment list for both the Lower Pond and the Middle Pond.
Each setup includes the pump, control panel and Gail Rail System. The contractor will be
required to furnish the specified power supply, the discharge piping and the 1 '/a" Guide Rail
System.
We recommend the use of the 4" PVC Schedule 80 for all discharge piping associated with both
pumping systems.
Thank you for your continued interest in Godwin Pumps of America's products and the services
that we provide. If we can provide any additional information/assistance, please do not hesitate
to call us at our Raleigh office [phone].
GODWIN PUMPS OF AMERICA, INC
Phil Morris
Sales Engineer
cc: Brandon Finch

July 13, 2009
Eco Engineering
Attention: Mr. Jeremy FinchC `�'�1 }
Rental Quotation #PM6210 - ECO Engineering it 1i 3 0 /0U9
Page 2 of 5
** SALE QUOTATION **
Lower Pond
SALE SALE
ITEM QTY DESCRIPTION UNIT TOTAL
A 1 Godwin Sub -Prime@ Model GSL-60 Submersible
Sludge Pump
• 6.0 HP, Dual Voltage 230, Single Phase Motor
• 3" NPT Side Discharge
• Tandem mechanical seals — Silicon Carbide on Silicon
Carbide Primary Seal.
• Cast Chromium Steel vortex impeller & heavy-duty
polyurethane -lined volute.
0 65' Power Cable
0 Draws 22.5 Amps @ 230 Volt
B 1 3" Custom SPD300B Adjustable Gail Rail System with
Accessories
C 0 1 1/a" Guide Rails (supplied by others)
D 1 Godwin GSL-60 Simplex Automatic Custom Control
Panel
• Single Phase 230 Volt
Nema 4X Fiberglass Enclosure
• High Level Alarm
• Alarm light with buzzer
• 3 floats with 60' Cable
• Mounting Bracket for 3 floats
$ 4,600.00
1,240.00
0.00
2,796.00
ESTIMATED SALE TOTAL
ESTIMATED TRANSPORTATION: $175 Delivery only
TRANSPORTATION PROVIDED BY: Godwin Pumps of America, Inc.
$ 4,600.00
1,240.00
0.00
2,796.00
8,636.00
This pricing information is for your internal use only. We ask that these items and terms be kept confidential. All applicable tax and freight charges will
be added to invoices. All quotations are subject to credit approval. Alf quotations are valid for 90 days. Ali prices quoted in IN Onllars. See attached
Terms and Definitions which are part of this quote.

July 13, 2009
Eco Engineering
Attention: Mr. Jeremy Finch
Rental Quotation #PM6210 - ECO Engineering
Page 3 of 5
GODWIN GSL-60 SIMPLEX PUMP CONTROL PANEL
The contractor shall furnish and install pre -wired simplex pump control panel LL508A listed.
• Power Supply shall be: 230V, 1 Phase, 60Hz
• The pump motor shall be rated: bhp, 35 FLC
• Control panel enclosure shall be fiberglass rated NEMA 4X, containing the following:
1. FVNR Combination motor Protector type starter containing the following
a. Start Capacitor, Run Capacitor, Starting Relay and Single Phasing Protection
• Control circuit transformer
• H-O-A selector switch
• Green pump running light
• Red Strobe high water level alarm light
• Alarm Buzzer mounted on panel door
• Alarm silencing switch
• Terminal strip with extra wire from alarm contacts
• Dry contact for high water level alarm
This pricing information is for your intemal use only. We ask that these items and terms be kept confidential. All applicable tax and freight charges will
be added to invoices. All quotations are subject to credit approval. All auotations are valid for 90 days. AU prices auoted in US f)oilars Sep attached
Terms and Definitions which are part of this quote.

July 13, 2009
Eco Engineering
Attention: Mr. Jeremy Finch
Rental Quotation #PM6210 - ECO Engineering
Page 4 of 5
** SALE QUOTATION **
Middle Pond
SALE SALE
ITEM QTY DESCRIPTION UNIT TOTAL
A 1 Godwin Sub -Prime® Model GSL-80 Submersible
Sludge Pump
0 8.0 HP, Dual Voltage 230, Three Phase Motor
• 3" NPT Side Discharge
• Tandem mechanical seals — Silicon Carbide on Silicon
Carbide Primary Seal.
• Cast Chromium Steel vortex impeller & heavy-duty
polyurethane -lined volute.
• 65' Power Cable
• Draws 22.0 Amps @ 230 Volt
1 3" Custom SPD300B Adjustable Gail Rail System with
Accessories
0 1 '/a" Guide Rails (supplied by others)
1 Godwin GSL-80 Simplex Automatic Custom Control
Panel
• Three Phase 230 Volt
S Nema 4X Fiberglass Enclosure
• Alarm light with buzzer
• 3 floats with 60' Cable
• Mounting Bracket for 3 floats
$ 7,250.00
1,240.00
0.00
2,541.00
ESTIMATED SALE TOTAL
ESTIMATED TRANSPORTATION: $175 Delivery only
TRANSPORTATION PROVIDED BY: Godwin Pumps of America, Inc.
$ 7,250.00
1,240.00
0.00
2,541.00
11031.00
This pricing information is for your internal use only. We ask that these items and terms be kept confidential. All applicable tax and freight charges will
be added to invoices. All quotations are subiect to credit approval. All quotations are valid for 90 days. All prices quoted in LIS Dollars. See attached
Terms and Definitions which are part of this quote.

July 13, 2009
Eco Engineering
Attention: Mr. Jeremy Finch
Rental Quotation #PM6210 - ECO Engineering
Page 5 of 5
GODWIN GSL-80 SIMPLEX PUMP CONTROL PANEL
The contractor shall furnish and install pre -wired simplex pump control panel UL508A listed.
• Power Supply shall be: 230V, 3 Phase, 60Hz
• The pump motor shall be rated: 20hp, 54 FLC
• Control panel enclosure shall be fiberglass rated NEMA 4X, containing the following:
1. FVNR Combination motor Protector type starter containing the following
a. Start Capacitor, Run Capacitor, Starting Relay and Single Phasing Protection
• Control circuit transformer
• H-O-A selector switch
• Green pump running light
• Red Strobe high water level alarm light
• Alarm Buzzer mounted on panel door
• Alarm silencing switch
• Terminal strip with extra wire from alarm contacts
• Dry contact for high water level alarm
This pricing information is for your internal use only. We ask that these items and terms be kept confidential. All applicable tax and freight charges will
be added to invoices. All quotations are subject to credit approval. All quotations are valid for 90 days. All prices quoted in US r)nllars. See attached
Terms and Definitions which are part of this quote.

7
0
GSL60, GSL80 Sub -Prime® Electric
Submersible Sludge Pumps
The line of Godwin Sub -Prime GSL electric
submersible pumps is designed for large sludge
or dewatering applications. The GSL60 model is
capable of maximum flow rates from 240 gpm
(15.1 I/sec) and discharge heads to 85 feet (25.9M).
The GSL80 model is capable of maximum flow rates
from 84 to 490 gpm (5.3 to 30.9 Vsec)
and discharge heads to 154 feet (47M). Like the
dewatering models in the Sub -Prime line, these
submersible sludge pumps are suited to tough
construction, mining and industrial applications.
The design features a side discharge that handles
solids up to 3.2" (81 mm) in diameter" and rugged
construction for long life, including a cast chromium
steel impeller and heavy duty polyurethane -lined
volute. Other benefits include tandem mechanical
seals for dry running and extra protection against
leakage, and a dual voltage junction chamber for
convenient changeover in the field"
.,,eatum
Specifications
• Side discharge design handles maximum
Model
solid sizes from 1.3" to 3.2" (33mm to
GSL60
81 mm) in diameter
Single Phase
Oversized power cable
HP (k►q
6.0 (4.5)
Max. GPM 6/sec.)
HV 240(15.1)
Dual voltage and dual phase motor
High performance submersible motor
Max. Head
HV 86' (26.2)
Oversized, heavy duty ball bearings
Discharge (Std.)
3" (75mm)
Tandem mechanical seals — primary seal
(Optional)
is Silicon Carbide on Silicon Carbide
Cable
65' (20M)
Cast Chromium Steel vortex impeller
RPM
HV 3400
and heavy duty replaceable
Max. Temp.
103°F (40°C)
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RAINFALL DATA
WATERWAY COVE
WVM-08000

Precip-Itaticn Frequency Data Server
Pagel of 3
POINT PRECIPITATION
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14
North Carolina 33.897808 N 78.450778 w 26 feet
from 'Precipitation-Frequenc, Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G M Bonnin, D Martin, B. Lin, T Parzybok, M Yekta, and D Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004 -J
Extracted. Fri Jul 10 2009
t Confidence Limits jj Seasonality If Location Maps j Other Info_ OIS data [Maps 1 Docs ( Return to State Map
Precipitation Frequency Estimates (inches)
ARK*
(years)
5
min
0.51
i0
min
0.81
15
mia
1.01
I� IIr
1.39
min
L2k1Nk
1.73
mrn
2.07
3 hr
2.22
6 hr
2. 33 1
12 hr
3.21
24 hr
4�h,
4.34
4 d
��❑❑❑_
4.84
da
5.56
d
6.27
20
dam
8.41j
30
-d r
10.43
35
❑_
r
13.00
6�1
day
15.62
0
0.60
0.96
1.21
1.67
2.09
2.51
2.70
3.32
3.90
;.� i
5.25
5.85
6.71
7.51
10.0--M--
2.39
15.36
18.41
�5
16
0.70
0.78
1.11
1.25
1.41
1.58
2.00
2.28
2.57
2.97
3.16
3.41
4.20
4.97
5.84
6.73
7.40
8.42
9.2E
12.19
14.83
18.14
21.49
3.73
4.06
5.01
595
7.99
8.71
9_84
10.75
13.96
16.77
20.35
23.89
F2 57
0.88
1.40
1.77
2.62
3.50
4.50
4.96
6.15
7.36
9.88
10.63
11.87
12.82
16.43
19.43
23.34
27.07
095
152
9
2
39
5
576
76
8.62
-
25.70
29.53®
100 I
1.03
1.64
2.07
3.18
4.38
5.87
6.62
8.25
]0.00
1' °
13.34
14.04
15.39
16.37
20.56
23.70
28.08
31.96
200
500
1.11
1.21
1.76
1.91
2.22
2.40
3.45
3.82
4.84
5.49
6.63
7.72
7.57
8.96
9.47
11.27
11.55
13.88
13.77
16.67
15.37
18.44
16.00
18.98
17.37
20.23
18.32
21.14
22.78
25.92
25.92
28.97
30.51
33.80
34.40
37.62
1000
1.29
2.03
2 55
4.13
6.04
8.66
10.19
12.88
15.97
19.21
21.11
21.53
22.62
23.47
28.46
31.38
36 38
40.07
"These precipitation frequency estimates are based on a pares duration serrea ARI is the Average Recurrence Interval.
Please refer to VOAA Atlas 14 a far more information. NOTE: Formatting forces estimates near zero to appear as zero.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI** 5 10 15 30 60 120 3 M6F172F7A 48 4
inmin min min min min hr hr hr hr day
7 10 20 30 45 60
dayI day 11 day 11 day 11 day 11 day
®
0.55
0.88
1.09
1.50
1.87
2.26
2.45.
3.02
3.58
4.12
4.79
5.29
6 O3
6.76
8.99
11.11
13.80
16.50
®
0.65
1.04
1.31
1.80
2.27
2.75
2.98
3.68
4.35
5.00
5.80
6.38 1
7.27
F8 1-01
F10-731
13.20
16.30
19.45
0
K7fl
1.20
E5fl
Kfl
E7fl
3.45
3.76
4.64
5.54
6. 66 1
7.44
8.07
9.12
10.02
13.04
15.79
19.25
22.68
10
0.84
-951EQE9QFEff
1.34
1.70
2.47
3.21
4.07
4.47
5.53
6.62
7.71
8.84
9.50
10.66
11.59
14.92
17.86
21.59
2521
25
Fo
4.91
5.46
6.77
8.17
9.59
10.92
11.60
12.87
13.83
17.57
2070.
2-
28.60
F-507E.0fl
1. 44
2.08
2.23
3.13
4.24
5.63
6.33
7.88
9.55
11.24
12.74
13.39
14.71
15.70
19.76
23.00
27.32
31.23
100
1.11
1.77
3.42
4.72
6.39
7.27
9.07
11.07
13.12
14.79
15.38
16.73
17.70
22.08
25.36
29.92
33.88
200
1.20
1.90
2.39
3.72
5.22
7.21
8.29
10.40
12.77
15.24
17.11
17.60
18.94
19.90
24.57
27.81
32.62
36.55
5 00 ]E3fl
2.06
2.60
4.13
5.93
8.41
9.84 I
12.40
15.36
H5fl
20.64
21.00
22.21
23.11
28.14
31.27
36.34
40.16
1000
1.40
2.20
2.76
4.48
6.53
9.46
11.21
14.19
17.66
21.46
23.75
23.98
25.00
25.83
31.08
34.04
39.30
42.99
• The upper
bound of
the confidence
interval at 90%
confidence
level
is the value
which
5%of the
simulated
nuantile valurav
for
a niuen rranuanmr
are
ar.,,ter aan
" These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to NOAAAtias 14 Docunentfor more information. NOTE: Fonnatfing prevents estimates near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI** 5 10 15 30 60 120nh6 ]MF274 48 4 7 10 20 30 45 60
(years) min min min min min min hr hr hr day day day 11 day 11 day 11 day 11 day
L�
0.47
E7fl
0.94
E2fl
1E
1.91
2.04
2.50
Ejj
3.39
3.97
4.47
5.16
5.84
7.88
9.82
12.26
14.79
0
0.56
0.89
1.12
1.55
1.94
2.31
2.47
3.04
3.53
4.12
4.81
5.39
6.22
7.00
9.39
11.65
14.50
17.42
0.64
1.03
F-3-fl
1.85
2.38
2.90
3FI-21
3.83
4.49
5.31
6.14
6.81
7.79
8.62
11.41
13.94
17.11
2030.
10
0.72
1.15
1.46
2.11
2.75
3.42
3.69
4.55
5.36
6.33
7.26
7.99
9.08
9.96
13.03
15.72
19.15
22.53
®
0.81
1.28
1.63
2LJ
3.21
4.11
4.49
5.54
6.57
7.82
8.90
9.67
10.89
11.82
15.27
18.15
21.90
25.45
0.88
1.39
iL J
2.66
3.60
4.69
5.18
6.40
7� J
9.09
10.28
l I.GB
12.37
I J
1� 6
20.04
24.01
27.67
100
0.94
1.49
1.89
2.89
3. 88
5.30
5.91 I
7.32
8.78
10.49
11.79
12.57
13.92
14.88
18.88
21.94
26.11
29.83
F-200-1
1.00
1.59
2.00
3.12
4.38
5.94
6.69
8.32
10.04
12.01
13.42
14.18
15.55
16.52
20.77
23.85
28.21
31.95
500
1.OS
1.71
2.15 3.42 4.91
6.84 7.82 9.77
11.88 14.26
15.82
16.54
17.86
18.80
23.34
26.41
31.00
34.69
1000
1.15
1.80
2.27 3.67 5.36
7.61 8.80 11.04
13.48 16.16
17.84
18.50
19.73
20.63
25.36
28.36
33.11
36.75
' The lower
bound of
the confidence
intervai at 90% confidence
ievet is the value which
5%af the simulated
auardlle values
for
a aiven frenuencv
am
less than
http://`hdse.nws.noaa. gov/cgi-bin/hdsc/buildout.perl?type=pf&units=us&series=pd&statena... 7/ 10/2009

Precipitation Frequency Data Serer
Page 2 of 3
"These precipitation frequency estimates are based on a partial duration maxima series. ARI is the „verage Recurrence Interval.
Pleasetefer to NOAAAtias 14 Documentfor more information NOTE: Formalding prevents estimates near zero to appear as zero.
r
Text version of tables
Partial duration based Point Preoilpitation Frequenoy Es-`imates - Version: 3
33.897808 N 78.450778 W 26 ft
42
40 ..._.r�__ i I •
3634
I
e
32 --__ _ ._ -
r,
30
s
0 26 x 4
84
-..
t
S ..
16 :.-_....,._.. _:�..._..._,-__.,.. •._._... _...._ •..,_ _. _ tea- s
z
a 10 _ _ --• _
0
1 2 5 10 25 39 199 200 500 1889
Average Recurroraa int2eval (years)
Fri Jul 18 13312359 2889
ur on
-• n
-hr -N- - ay
10-min -
3-hr ter--
4-day -+-
15-min t
6-hr +
7-day --a-- of
30-min
12-hr -4-
10-day -+-
60-min -rt-
24-hr .
29-day--8-
HQ
40
38
36
34
38
• 38
t 2a
Q• 26
a 24
E 22
° 28
m 18
16
14
c 12
L 18
CL
6
4
P.
3
Partial duration based Point Precipitation Frequency E>tinates - Versions 3
33.097898 IN 78.450778 W 26 ft
.
-
w.
C C C C
C E 2
L L
L L L L i
i L
4P?
?
�
? a
]°
MI 7°
o
C
C a r s s
C
4 to�i
a as
a
n
a
4 a
a s
n
a
4 to
a v
r r r r
to m rn c
° r a
m o
w r
�o of nt m•
.+ a
�o a
r t t
r
r
t i
r
� e
M
� o'
£oration
a
m
Fri Jul 10 15912149 2009
Average Recurrence Interval
(years)
1 -
2 - - 1613 —
5 -+- ZOO .
19 -s- 500 - -•
25 loe i r
Maps -
http://hdse.nws.noaa.gov/cgi-b .nlhdscibuildout.perl?type=pf&Linits=us&series=pd&stdtena... 7/10/2009

Precipitation Frequency Data Ser,,er
Page 3 of 3
Location
... -74 -2
i, �Y✓� \
tae�°at a~w i0t-w efr w Rt1" 70'-w
L- -
These maps were produced using a direct map request from the
U.S. Census Burear Mapping and Cartogranhic Resources
-M Mao Server
Please read dLvxkiAjsrfbr more information.
LEGEM
-- State
— Comsector
— County
Stream
Indian Resv
Military Area
AN LakelPondlOcenn
National Park
-® Street
Other Park
Expressway"-"_
"? City
H I ghway 0
1-�- n =ty 6 8 Ini
Sca 1 e 1: ZZ0503
*average --true scale ftencU
an monitor$ esol0utiai
Other Maps/Photographs -
View USGS Wool orthoao-to quadrangle (DOO) covering this location from TerraServer; USGS Aerial Photograph may also be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain relief and camera
tilts has been removed. It combines the image characteristics of a photograph with the geometric qualities of a map. Visit the USGS for more information.
Watershed/Stream Flow Information -
Find the Watershed for this location using the U.S. Environmental Protection Agency's site.
Climate Data Sources -
Precipitation frequency results are based on data from a variety of sources, but largely NCDC. The following links provide general information
about observing sites in the area, regardless of if their data was used in this study. For detailed information about the stations used in this study,
please refer to NOAA Atlas 14 Document.
Using the National Climatic Data Center's �� station search engine, locate other climate stations within:
+/-30 minutes ,,.OR.. +/-1 degree of this location (33.897808/-78.450778). Dieital ASCII data can he nbtained directly from NCDC.
Hydremeteorological Design Studies Center
DOGNOAAlNational Weather Service
1.324 Fast -West Highway
Silver Spring, MD 20910
[phone]
Questions?: HDSC.Ouesrions noaa_aov
Disclaimer
http:llhdsc.nws.noaa. gov/cgi-binlhdsclbuildout.i)erl?type=pf&units=us&series=pd&statena... 7/ 10/2009

Precipitation Frequency Data Server Page 1 of 3
POINT PRECIPITATION
FREQUENCY ESTIMATES_
FROM NOAA ATLAS 14
North Carolina 33.397003 N 78.450778 Y 26 feet
from 'Precipitation -Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G M Bonnin, D. Martin, B_ Lin, T Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Extracted. Fri Jul 10 2009
Confidence Limits Seasonality J� Location Maps �J Other Info. J� GIS data Maps Docs Return to State Map J
Precipitation
Frequency Estimates (inches)
*
�
�1m
lU
mm
15
min
SU
mtln
�n
1ZU
mtn
�
❑❑❑❑❑�❑
�
12 hr
��
48 hr
4
7 riot
da
day
da
da
SD
0
0.55
0.88
1.11
1.53
1.93
2.31
2.49
3.06
3.5E
4.16 1
4.83
5.38
6.18
6.92
9.23
11.41
14.15
16.95
0.68
1.09
1.38
1.96
2.51
3.09
3.33
4.11
4.86
5.70
6.58
7.23
8.23
9.08
11.91
14.49
17.73
21.00
1-01
0.77
1.23
1.56
2.26
2.94
3.69
4.02
4.96
5.89
6.90
7.91
8.62
9.74
10.64
13.82
16.60
20.15
23.65
0.87
1. 99
1.76
2.61
3.48
4.48
4.94
6.13
7.33
8 66
9.84
10.58
11.82
12.77
16.36
19.35
23.25
26.96
®
0.95
1.52
1.92 I
pfl
3.92
5.15
5.74
7.13
8.58
10.15
11.47
12.21
13.51
14.48
18.37
21.45
25.59
29.41
100
1.03
1.63
2.07
3.16
4.36
5.85
6.59 1
8.22
9.96 1
11.83
F 3-2 81
13.99
15.33
16.30
20.47
23. 00
27.96
31.84
200
1.10
1.75
2.21
3.44
4.82
6.61
7.54
9.43
11.50
13.72
15.31
15.94
17.30
18.25
22.69
25.82
30.38
34.26
500
1.2-
1.90
2.39
3.81
5.47
7.69
8.92
E2fl
13.82
16.60
18.37
18.91
20.15
21.05
25.82
28.86
33.67
37.47
1000
1.29
2.03
2.54
4.12
6.01
8.63
10.15
12.83
15.91
19.14
21.02
21.44
22.53
23.37
28.35
31.26
36.23
39.91
"These precipitation frequency estimates are based on an annual maxima series. AEP is the Annual Excesdance Probability.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting forces estimates near zero to appear as zero.
" Upper bound of the 90% confidence interval:
Precipitation Frequency Estimates (inches)
AEP**��I1L0 []'❑❑i� min min m1n mm min min hrhr hr hr
1-in- 5 10 15 30 6n0 12n0 3n 6 12 24 �hr][d�ay
day day day day day day
®
0.66
0.96
1.20
EflJ2.09
2.53
2.75
3.39
4.00
4.61
5.35
5.88
6.70
7.46
9 887
12.15
15.01
17.91
0
0.74
1.18
1.49
2.12
2.71
3.37
3.68
4.54
5.41
6.31
7.27
7.89
8.92
9.79
12.75
15.44
18.82
22.17
10
0.83
1.33
1.69
2.44
3.18
4.03
4.43
5.47
6.56
7.63
8.75
9.41
10.55
11.48
14.77
17.69
21.38
24.97
F250.94
1.50
1.90
2.82
3.75
4.89
5.44
6.74
8.13
9.55
10.88
11.55
12.81
13.77
17.56
20.62
24.68
28.48
50
1.03
1.63
2.07
3.11
4.22
5.60
6.31
7.84
9.52
11.20
12.69
13.34
14.66
15.63
19.68
22.91
27.21
31.11
100
1.11
1.76
2.23
3.41
4.70
6.37
7.24
9.03
11.03
13.07
14.73
15.32
16.67
17.63
21.99
25.26
29.80
33.75
200
1.19
1.89
2.38
3.71
5.20
7.18
8.26
10.36
12.72
15.18
17.04
17.53
18.87
19.82
24.47
27.70
32.48
36.40
500
1.30
2.05
2.59
4.12
5.90
8.37
9.80
12.35
15.30
18.45
20.55
20.91
22.12
23.02
28.03
31.15
36.19
40.00
1000
1.39
2.19
2.75
4.46
6.51
9.42
11.16
14.13
17.59
21.38
23.66
23.89
24.90
25.73
30.96
33.90
39.15
42.82
' The upper bound of
the confidence
Interval
at 90%
confidence
level
is the value
which
5%of the.simulated
auanfile values
for
a aiven frequencv
are areater than.
-These precipitation frequency estimates are based on an annual maxima series. AEP is the Annual Exceedance Probability.
Please refer to NOAA Atlas 14 Document for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
1-in- 5 10 15 30 60 120 3 6 12 24 48 4 7 10 20 30 45 60
n_ in min min min min min hr hr hr hr hr day day day day day day day
Y)
0
0.51
0.-82
1.03
1.43
1.79
2.13
2.28
2.79
3.25
3.79
4.43
4.96
5.73
6.44
8.65
10.73
13.35
16.04
0
0.63
1.01
1.28
1.81
2.32
2.84
3.05
3.74
4.39
5.19
6.01
6.65
7.62
8.43
11.15
13.62
16.72
19.84
10
0.71
1.14
1.44
2.09
2.72
3.38
3.66
4.50
5.30
6.27
7.19
7.91
8.99
9.86
12.90
15.57
18.96
22.30
25
0.80
1.28
1.62
2.40
3.20
4.09
4.47
5.52
6.54
7.79
8.86
9.63
10.84
11.77
15.21
18.08
21.81
25_35
50
0.87
1.39
1.76
2.65
3.59
4.67
5.16
6.38
7.61
9.06
10.24
11.03
12.32
13.27
16.99
19.95
23.91
27.56
100
0.94
1.49
1.88
2.88
3.96
5.27
5.88
7.29
8.75
10.45
11.74
12.52
13.86
14.82
18.81
21.85
26.01
29.71
200 I
1.00
1.58
2.00
3.11
4.36
5.91
6.67
8.29
9.99
11.96
13.37
14.12
15.49
16.45
20.69
23.76
28.10
31.82
500 IFE
1.70
2.14
3.41
4.89
6.81
7.79
9.73
11.83
14.20
15.76
16.47
17.78
18.72
23.25
26.30
30.87
34.55
1 000
1.14
1.80
2.26
3.66
5.34
7.58
8.77
10.99
13.43
16.09
17.76
18.43
19.66
20.54
25.26
28.25
32.98
36.61
The lower
bound of
the confidence
interval at 90%
confide
nce level
is the value which
5%of the
simulated
auantile values
for
a aiven freauenev
are
less than.
'These predpitation frequency estimates are based on an annual maxima series. AEP is the Annual Exceedance Probability.
http://hdse.nws.noaa.gov/cgi-binlhdsclbuildoufi.perl ?type=pf&units=us&series=am&staten... 7/10/2009

Precipitation Frequency Data Server
Page 2 of 3
Please refer to _ for more informaJon NOTE: Formatting prevents estimates near zero to appear as zero.
Text version of tables
Annual Maxima based Point Precipitation Frequency Estimates - Version: 3
33.897808 N 78.450778 W 26 ft
c
C
2 5 i0 25 50 100 208 500 Me
Annual Exceedance Probability (1-in-Y)
C.-4 1,.1 is 19. memo
Duration
-min
- r 0-day -Jx-
10-min -o-
3-hr x-
4-day �^ -
15-mint
6-hr -f --
7-day -a- Ga-- --
30-min -a-
12-hr t
10-day
68-min -- -
24-hr
20-day
Annual 3axima based Point Procipitation Frequency Estimates - Version: 3
33.897888 N 73.450778 W 26 ft
C C C G G L L L L S. L L L L 31 ON71 7. T ? 7. ? 7• 3.
I L G t t S L S C S 4 if is 10 a 7 A .0 10 4
a s a a a oN !•'f o 1 1 1ae ICIDa
I 1 1 I I a as a s o a a v a
L 1 I I I I a OD ej m I 1 I 1 I 1 I I 1 I
1n m ngo m m a m m1 It m n m In m m ID a,t7 %D 0� Duration -1 -• a ro v %o
Fri Jul 10 15:13:33 2809
Annual xcee ance Probabi ity
C1-in-Y7
1 in 2 _Qm_
1 in 5 t
1 in 200 -a-
1 i n 10 --e—
t in 500 t
i to 25 •tee—
1 in leas
Maps -
http:llhdsc.nws.noaa. gov/cgi-binlhdsclbuildout.perl?type=pf&units=us&series=am&staten... 7/ 10/2009

Pre6pitation Frequency Data Server
Page 3 of 3
1
1:i4 110
1~'w
Other Maps/Photographs -
1 1 t
i oo^'w se-t 1it1"'w 70
1^'w
These maps were produced using a direct map request from the
U.S. Census nureau Maooino and Cartooraohic Resources
riggt_ilt� Saver.
Please read &Echoer for more information
LE-2311)
crnznecta-
- County
Streaia
Indian Ra ,.
lNlIitary Area
LakelPond/Oc�tr.
Nat i ona I Park
- .Street
Other Park
Expressway
-.:City
N 19tw ay 0
2- — City 6 8 ai
Seale 1:228583
I_- :u:ar =
zv—true scale
on iron toreresohtoutlon
view USGS digital orthophoto quadrangle (L)= covering thus location from TerraServer; USGS Aerial Photograph may also be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain relief and camera
tilts has been removed. It combines the image characteristics of a photograph with the geometric qualities of a map. Visit the USGS for more information.
Watershed/Stream Flow Information -
Find the Watershed for this location using the U.S. Environmental Protection Agency's site.
Climate Data Sources -
Precipitation frequency results are based on data from a variety of sources, but largely NCDC. The following links provide general information
about observing sites in the area, regardless of if their data was used in this study. For detailed information about the stations used in this study,
please refer to ATOAA.Idlas 14 Document
Using the National Climatic Data Center's (NCD)Q station search engine, locate other climate stations within:
ID ...OR... 1-1 degree of this location (33.897808/-78.450778). Digital ASCII data can be obtained directly from NCDC.
Hydrometeorclogieal Design Studies Center
DOC/NOAA/National Weather Service
1325 East-West Highway
Sliver Spring, MD 20910
[phone]
Questions?: IMC.Ouestions(dt noaa.eov
Disclaimer
http://`hdsc.nws.noaa.gov/cgi-bin/hdse/buildout.perl?type=pf&uniis=us&series=arn&staten... 7/ 10/2009

USGS MAP
WATERWAY COVE
WVM-08000

I'
• #
x
1 •� x
e- r
•• r • i'• � - '�` -.-. j -.� _ �- i;.�' - "`�-.� .� � � k a sty i��.jl ,,� ; i e ��"`"
77
k N. A
- - - -
1•p�.
({ jh
f _-- 27' 30"
I=c_too
of
$w W
Nstbe: SHA!_LOTTE,
Date: 9/23/2008
Scale: i inch equals 2000 feet
SCALE 1:24000 0 9 MILES
0 1000 YARDS
0
1 KILOMETER
.i.•.. /1R o r i i `1'G�,n RI n-r o s.�r ru
CcG.,�;t. 0-3 �3 w l .� !@ v r 8' 2u �i i . � W NAD 27

Report Date: 05112107
North Carolina Waterb®dies Listed by Su bashl Records Found: 92
Note: Waterbodies are listed in more than one subbasin if they cross subbasin boundaries.
Name of Stream Description Curr. Class Date
/ Subbasin# 03-QM9
i
Intracoastal From Cape Fear River Basin SA;HQW 12/01/63
Waterway at Buoy FI R ev. 4 sec 22 to
North Carolina -South
Carolina State Line,
including all sloughs,`\
sounds, inlets and
connecting channels
Lockwoods Folly
From source
to
mouth of
C;Sw
12/01/63
River
Royal Oak Swamp
Red Run
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Boggy Branch
From source
to
Red Run
C;Sw
12/01/63
Pinch Gut Creek
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Holden Creek
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Ramshead Branch
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
River Swamp
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Midway Branch
From source
to
River Swamp
C;Sw
12/01/63
Sarah Hole
From source
to
River Swamp
C;Sw
12/01/63
Rattlesnake Branch
From source.
to
River Swamp
C;Sw
12/01/63
Middle Swamp
From source
to
River Swamp
C;Sw
12/01/63
Bolivia Branch
From source
to
Middle Swamp
C;Sw
12/01/63
Half Hell Branch
From source
to
Middle Swamp
C;Sw,
12/01/63
Clark Branch
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Ford Branch
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Nucitt Branch
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Scotts Branch
From source
to
Lockwoods
C;Sw
12/01/63
Folly River
Lockwoods Folly
From mouth of Royal Oak
SC;HQW
08/01/90
River
Swamp to Brunswick County SR
1200
Prop. Class Basin
Lumber
Search Parameters:
Subbasin: 03-07-59
Class:
Name:
Desc:
Index#:
Stream Index #
15-25
Lumber
15-25-1-(1)
Lumber
15-25-1-2
Lumber
15-25-1-2-1
Lumber
15-25-1-3
Lumber
15-25-1-4
Lumber
15-25-1-5
Lumber
15-25-1-6
Lumber
Lumber
Lumber
Lumber
Lumber
Lumber
Lumber
15-25-1-6-1
15-25-1-6-2
15-25-1-6-3
15-25-1-6-4
15-25-1-6-4-1
15-25-1-6-4-2
15-25-1-7
Lumber
15-25-1-0
Lumber
15-25-1-9
Lumber
15-25-1-10
Lumber 15-25-1-(11)
Page 1 of 5

FEMA FIRM PANEL MAP
WATERWAY COVE
WVM-0F8000

STATE OF NORTH CAROLINA FIRM PANEL LOCATOR DIAGRAM
- eL:oEN
EENBF�e
CGLUY.BVb /
_ 1
BRI::•.ieAG<
i f
DATUB7 WFORMATiON
The arojeelion ucetl In the preparapan of sds map wa the North Carolln.
Stets Plane (FIPBZONE 3200). Tha hodmnW dd1G nos the NOM Amodcan
De:1m of 1983. GRS80 e0padd. Off._ eH in deGan. elipsoid, pryecWl, d
Universal Transverse IAercvlor nines uses n the pmaucflon Of FIRM, br adjacer:
Nnadl�.ns me'� remit In abght posipanet dperenen In map fOMU'as saes,
Iu vdrtmnd bountledes. Theca rYRamealet do III anted the ..--y of thus
FFI.I. AN ooardlnffies on the map ere in U.S. Suns,, Feet •mare
1 US
Swve� Fed = 120013937 Msmrc.
Flood e`naliore on this mep ar_ relamnead 0 the North Annedean Verlicnl
Dptum of 19:,8 (Nn"D BSI, m..e fwaa a -where mull be rdnpdrad :a drug
ant ground eta: -=ions reVer lsesneed to the sane 4od datum. An a mge
o,,,, bar veep NAVD 83 and Ihn NaVonal G sudwid V,,mel Oalwn of 1929
(NGVD 29) ear, been mmpuled for each North Cranium mun y. This offew % .a
that, Applied W the NGVO 29 good dava8ona teal were not revise d durmg the
thnLL•. n of the .W de it-, FIRM. The o5se'a for seer uovn , shmvn O
re n
FIRM panel asham b, the vddoil' dearer W u.9.d tads bales a
boundarymanly botlary and a flooding saume ::Nh umnhmcl NGVD 29 good elevaliow
are Inincidenl. an individual oft- ms been eakuloled and applied durh3 the
ealion of Ihic s.W.. to. formal FIRld. See Section 5.1 of 0e aeetun yang
Ft.. Insure'- Study repo' le Obtain ftuths r imam [. urn the mnve,P. y pI
ekvabd:s bdtveen NAVO 88 And NGVD 29. TO obtain current elemboun.
dea,dph-:n anal.: mcebcn information for bench nurnks shun' on It,a oral
phase come,[ the North Cerohna Geoddic Survey el IM adtlr.. aha - bdop.
You nay also mnlael ad Inkrtnaeon S.-. Breech of fl,s NO.I.l Gerdes,
Survey al (301) 7134242. Or vtat Iheb twbmle al vnnv.nge.nosa.gw,
Nonh C: aH: O tudou. S..," Country;: ,lie Va 1 Oabvn Of eat Table
121 V/ed Jane Sbaat
Raleigh, NC 275G1 Hnxadc d -1 m
(9199)) 7 33838
Aq streams baled'' the ,,^,cod Hand Date Tab!, babe,weresluden1 b,
dda:lod methods using Ss'A sWry. Other good hazard data shorn on this
map may have been diurnal usmg either a renal ...hats or tinned deleted
norenAyaur. Mdm e inkarmanon an the nd'tV coumes studied b� If ent
an:dysos is eontsned in Ore Flood Irou s nre Study rapoM1
ThE dLJ5e1 Fl
ood Insurer. Rate Map (FIRM) prodad rothrob p A='Gs gh 0nique
c.cp9a8se pavarsHp he(eyesn pea 3Lb o1 NM ACao3na and Yea Fdhld
Ema mlmg A rr7amrpp A91NrcP ffEMAS- 'fie Sp1 M Fkdh Cwal a has
hrrpk omen long term appmaeh d goo tlohkh gemanl lo tl Geam
thT costs :1s:o�ad M fk,dng. This k demondrekd t - the SI ;-'a
ore
mar.1'1 m_p AuodPIRIn areas at the Ives Islet. -,I.y I znoN. IF.:
SI:. ai Ncn, C. , , I., ed s a Corp..ab : T I
.yhFIV.-: ra produes Ts: d mvnhsr. this dqV FlRM.
Ada FEET
R.-FEET r-
ns.
L r mcc:; ure.,ed -I rs
102,15
1089
1 rT. CW FEET
-""-j so- BE,
E I
��r:•'
__ PvAiPod.E ttOe, ie ••
.��. ��:'.
�.^ r
• Ny.p1EB
.
P
n
• °
To:i':: tl *I�:aR 7>:?e I3e::ch
_
L'i+rarrrFtc:lai IOC'+gfi''CIIOn
� c
'-n35•r
75
{
It
..
fYE9E
B
4
=
29 LB
�UEa
At
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(
&
a
l
-
aaaaryn-rs�•
TE.r.rGw
p-
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"�" •
_ or
a �)ti
ar
F C
LS..'
G
.,pr.ETpeE
Fr
%, .. a a
sea .,..r.
_ _ _ - ,$ ZONEVE
-'
aD::E::
,aAalE - - _
-
testes9GDTrrPEA1f -'
�,flNit
-
200
sv'
-`
��r ZONE II_
Sall •'
J•1 IOI�X (y"lLiaPV CiVIE
IE
SNrv:.N€. •-Y' 'y
.-�'rfex,n.:enr
zs ni•
"• "��
mAE6.
.._-.i.cBA
aL-. - a
I
q}a�llx.
IL
-
-
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;
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_
sa+E'SY
ZO1pEAE-.
.6A'P y , •
Smrn
i
u04N a-aw
,d�
.B 20NE A
Y YO a
ai
r
.£
_. � . �
`, ZN+E+sE 4
E
LSE=:: •i.- - .
i _E
. - -4
5
v
-_ Z011i :.
_
1 �i�•�.1
sN
IOtiE AE
-aOFE Yc-'_ _
- - •', ,
j1<.'.
.. ..
_
a'_.aGFE.T
LONEE�
e"AS' 1
•
- - 7.@ar€4T- ;
- _
,..-. Y .._ _ .-.
-.. -
_ ._
e'
3>5a'"L
re
i ALIRFCaTaw
5g
-.
....
1}\ Tnaanofq.._ h1eL Ai
.. ..
A. r
k1 ... ..
a -
••-
•�
r 'UiR rsr
'-
..,d L..:r+:lus T,inRJ1J:,rtad:cll Urr
i't-FEET
. frn OLJ FeET .._.-�_-_ Irasa _'- a ems• i.TI FEET
ma mop d for use ':: admlmstenng Oa Wondered Flood Insu once pmgrm N does Ire:
rtCas K, Idan'Jty z. c _os sub -at t Footling, pvdcWrdy 1111 mad cranny. sourwa of
l sae. nna AunHy rear ezeOICta7' ahou!tl b. mewed for possids upd.led or
eddii:.r-1 food rusai!rdmmsf
To ebb n ream domdan mbnuu4 n in cr000 l4ent .'.ecu `sod E:cu:.Vl (SFEs) erdro,
ag, 1. been demrmmeu', -- are oncourug.d to mn:u3 41. Flood N.M..
FbaGway Dab end'--- Sammay of S17, -Cor E;atcGma; W. y me`md vdthin the Flood
(naaama S FIn. gdsFSpAI-
56udy (PIS) IWashdGd hs aware lblB
fgw,rpndtl FEa
alram on the FIRM represent rounlad end
wc1
reprea ad sYafldla, mesa B F,::s .re m1ddM ro,
600d msuronce 6',ig acFgsas a:•;v cod ahatLd not be usedas Sm sae sears of Rood
A ed or cOqunoU'lgcadngy, Eaod GirrLon data llrasadM'n theFS report should, be
m'ked m mr�urrdlon rMth the _FM f purposes of
ems'rucepn epdor %oaf's'
Luysmen.
Moss:,'aftene I e Ins, d ,.d, (Ie, •O CB). Lem of Iles,wul .hw!dns aware , am lo,d
i:poi e5evalmro are Trsa or - , j in me too- L y d - .11 ter .1 W.M L tables m S.1 Fiord
I SLAY I 1 -..pnc ahr n, N. SeTura', m err' +
EI - h a tl e ro:tl 1 t n cr.,2. floa0pmn n m_n Bement purpys
ee_w
4
=
£4
4
nEsA
LEGEND
SPECIAL FLOOD HAZARD AREAS ;SFHArr) SUBJECT TO
iNILMOATION BY THE 1 %ANNUAL CHANCE FLOOD
TM 15 srN:. Nanpa hetl Ile -we @og Ye 4dm as .1e 0... Ged, 0 are Ibve
But .a a 1- dn.nw a mhp iare`aa er ddedatl In a1y I- year. The Sped,
boa Harba Are I, the aaa a= m ne.dy,q by the 1.. mranat -.1. 11 Atw
N .prM I- Have beds Tana A AE, AFL AO, AR, NA V. mW vE. The Bust
Fbpd EUram a mpeamnurbn[wumAM 1%+nmvAch[nu hatl.
TCNEA No Base Flood EIMamrw throne Orod.
2o:'a nE See FIW Ebs e`bna aelxminad,
eo'l H Flood doplat of 1 a 3 the` Inuany uses a1 prent ): Saes Flood
Els i1nurdelenSrd.
LONEAG Flood dep tar d 1 b 3 raw (Inucly shoaal Bon on abplN aaam),
reI d.PtW determined. For areas of pUid ten flood. , rddNe:
oleo deram fined
ZONE AA Specie` Flood Heard Am- Ituraay pmiscled from the 1Y amad
.anm Baotl by'; flood- , 1 system the` was a
decndfied, .Zeno AR Indbslas -1 de :.mar good mo
beotg reNmd lo proWtls pmmc6on loom 4,e 1% anneal
geemr9ed.
20NE NT Arse b M pmladel from t% annual dross flood a FedmHl
good adea4on senator under alsVueiot. m Base Fine Bamsens
2elasrinocl. l
son'
VE =-head On-shvrbalyessuar "-son-ore aEhvaurnaA
delerminaa. ii
FLOODWAY AREAS IN ZONE AE
The SootlnAy te the 0111111 . abanm Ph. Ma reg-re Iboaaan ere
S.rpl We
of ancro.Nment a Ord Ere 11, anneal ciurne. 11-d cen be
aubrlarhe` Innenntn mod heiph[s _
as
.'�'.' .-
OTHER FLOOD AREAS
isorre a Areas o10.2% Amual drone. feet; .... or 1% andeal lhence mad
aft nosy. dean A Ina pan t fed crvdh nalmile Ames less than
1 square roes; and amn probated by love+u rem 1„ aruuol chance
flood.
OTHER AREAS
T='a Areas Ienrrennea b as ouadl the O.a9'. mnv9 moths naoap•in
ZO:Mo Ares mv.hah Goodh__edv ve uMeemmH, auIp-Ma.
® COASTAL BARRIER RESOIJRCES SYSTEt1(CEIRS;AREAS
OTHERWISE PROTECTED AREAS tOPA,,
Lent-l-ndio-asendma'llseat.a.ra.nmcq arty Lptti:,l Flav-:arv: xa.
1:: axwddrrrcaYmtl�:in lour-•M
".: mad renew aooaamnem-ww
----. Wa-._arrlrumw
-- Tnaills nbwy
••'•m•�• eBRaaM OPA ar,+ndary
moos Saaoal Fidd o, d e+lemra
_ Bad fbap FTnarnes P.wnra :tom dr;ym or fad Y'
.3 '"` Booe hod EhmmnG:+prsvame ai•._riw:a:A•rr.
Byes', Boni F:1w1 Eu„aar robe t.hre ua..rm in x,re,
Wow P %
'RNamoM a Pv New Amwi-m Gous v'eravpl wn A 15:.
`}--� crnpa.rpm ha
raprol a
Gwpmaw maa,yles:.:fxmc'.d N.'rNmlr ♦.seas"
GAfauafNAp F.a
12r6'^,' r yer mn:rl Trwwar N•rcfrc6,N mua.mre lT it
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1 IS 2009

SITE SOILS INFORMA TION
WATERWAY COVE
WVM-08000

March i i . 2009
Waterboro Village Management
1009 Slater Road, Suite 400
Durham, North Carolina 27703
Attention: Mr. Steve Clark
Reference: Stormwater Testing 5eti,ices
Waterway Cove
1611 Waterway Drive SW
Ocean Isle, North Carolina
S&ME Project No. 1068-09-512
Dear Mr. Clark:
Y!200g
VE
S&ME, Inc. is pleased to provide this report for stormwater testing services at the above -
referenced site. S&ME was requested by Mr. Brandon Finch with John R. McAdams
Company, Inc. to perform these services in preparation for the planned site
improvements. S&ME has conducted these services in general accordance with S&ME
Proposal No. 014-09 dated January 26, 2009.
Project Background
The project property is located at the southeast corner of the intersection of Waterway
Drive and Beach Drive, approximately 0.5 mile west of the bridge to Ocean Isle Beach.
The project area is currently undeveloped and contains mature groNvth of oak and pine
species. Evidence ofremoval of vegetative understory was observed. Three ponds are
present in the interior of the property.
An electronic copy of site plan showing the approximate location of seven potential
infiltration basins was provided by John R. McAdams Company, Inc. We understand
that the existing ponds will be used to capture stormwater runoff which will be pumped
into the infiltration basins for treatment.
Findings
Seasonal High Water Table Evaluations and In -Situ Soil Permeability
Testing
The seasonal high water table evaluation was performed oil February 11, 2009 by
advancing hand auger borings to depths ranging from approximately 108 to 53 inches
below the existing ground surface at the approximate locations shown on the attached site
plan (Figure 1).
S&ME. INC. / 3006 Hall Waters Drive, Suite 100 Wilmington. NC 26405-80831 p 910.799.9945 1910,799,9958 1 www.smeine.com

Stormwater Testing Services lt,• } n �OQB SWE Project No. 1068-09-512
Waterway Cove, Ocean Isle, North Carolina S March 11 2009
Soils were evaluated under the ouidt Y>_._1- ' -:' -1 ie:ntist for evidence of
seasonal high water table influence. This evaluation involved looking at the ,actual
moisture content in the soil and observing the matrix and mottle colors. Depending on
thw Soli texture. the Soil colol— will indicate processes that are driven by seasonally high
water table fluctuations, such as iron reduction and oxidation and organic matter staininL.
A hand auger boring profile sheet that provides a description of the observed soil
horizons and the determined seasonal high water tables has been included with this
report.
The soils at the test locations were observed to be fine sands to the depths evaluated. The
seasonal high water tables were determined to range from approximately 100 to 26 inches
below the existing ground surface. See 'fable I below and Figure 1 for :seasonal high
water tables for each test location. The seasonal high water table depths were verified by
Mr. Vincent Lewis, Division of Water (duality, on March 9, 2009.
S&ME performed the in -situ soil permeability testing by using a compact constant head
permeameter at the test locations. Hand auger borings were advanced to approximately
24 inches above the seasonal high water table at the test locations with a 2-inch diameter
bucket. A planer auger was used to clean the bottoms of the auger holes and give them a
cylindrical shape. The water dissipating unit was lowered'to the bottom of each hole, and
water was dispensed from the permeameter. The water was allowed to move through the
unit until steady-state flow was achieved, and then flow rates were recorded. The last
three measurements at each location were averaged to achieve the most representative
value to express the saturated hydraulic conductivity. The depth interval of the test
corresponded to a layer of material approximately 6 inches thick at the selected testing
depth. The permeability rates at the test locations calculated as ranging between 11.97 to
greater than 40 inches/hour. See the fable I below and Figure 1 for the permeability
rates for each test location.
— _
TABLE 1.
SOIL
TEST
l SEASONAL HIGHWATER
LOCATION _j
TABLE (inclies below surface)
PERMEABILITY RATE.
1
90 inches
; _ 100 inches
_==> 40 inches/hour
> 40 inches/hour
_
2 u --
3
26 inches
11.97 inches/hour
18.61 incheslhour
24.52 inches/hour
4
-- 5
50 inches
_ 60 inches
6
55 inches
19.62 inches/hour
7
73 inches ,
17.17 inches/hour
See Figure 1 (attached) for the approximate test location.
Please note that these seasonal high water table evaluations are based on secondary
evidence and not on direct groundwater level measurements. Groundwater levels
fluctuate for numerous reasons, and these findings do not indicate that groundwater levels
have not or will not rise above the noted depths.

Stormwater Testing Services
Closing
Im
tt� S ME Project No. 1068-09-512
UG w• ��� Marrh 11 9nna
S&ME appreciates the opportunity to provide these services to you. Il'you. have any
questions. pleaSt contact uS.
Sincerely.
S&ME, Inc.
Paul Masten
Project Manager
Senior Review by: Robert P. Willcox, ,Ir., L.S.S. -70-51
PAMAPW/ins
Attachments: Figure I Approximaie Test location Sketch
Soil Borin; Profile
x"
Tom Schipporeit, P.E.
Branch Manager

U G
TABLE
ions
� 4
BY:
Seasonal High Water Table = 90" below the existing ground surface
2 A 0-9 1 OYR 5/2 Nine sand, single
Bwl 9-25 10YR 5/6 Nine sand, single
Bw2 25-60 1 OYR 6/3 Fine sand, single
Bw3 60-99 2.5Y 7/6 Nine sand. single
Seasonal High Water Table = 100" bolo« the existing ground surfice.
3 A 0-5 1OYR 4/1 Fine sand, single
Bw1 5-17 IOYR 3/2 Nine sand, single
Bw2 17-35 1 OYR 5/3 Fine sand, single
Bw3 35-43 I OYR 3/3 Fine sand, single
3 Bw4 4-53+ I OYR 4/2 Fine sand, single
Seasonal High Water Table = 26" below the existing ground surface. Water table observed at
45 ".
4 A U-3 1 OYR 4/1 Fine sand, single
3
Bwl 3-9 I OYR 4,1Fine sand, single
Bw2 9-19 2.5Y 6/4 iOYR 5/8 fine sand, single
Bw3 19-42 1 OYR 5/4 Nine sand, single
Bw4 42-61 2.5Y 5/4 Fine sand, single
Bw5 61-68+ 5Y 5/2 Fine sand, single
Seasonal High Water Table = 50" below the existing ground surface. Water table observed at
50".
Seasonal High Water Table = 100" bolo« the existing ground surfice.
3 A 0-5 1OYR 4/1 Fine sand, single
Bw1 5-17 IOYR 3/2 Nine sand, single
Bw2 17-35 1 OYR 5/3 Fine sand, single
Bw3 35-43 I OYR 3/3 Fine sand, single
3 Bw4 4-53+ I OYR 4/2 Fine sand, single
Seasonal High Water Table = 26" below the existing ground surface. Water table observed at
45 ".
4 A U-3 1 OYR 4/1 Fine sand, single
3
Bwl 3-9 I OYR 4,1Fine sand, single
Bw2 9-19 2.5Y 6/4 iOYR 5/8 fine sand, single
Bw3 19-42 1 OYR 5/4 Nine sand, single
Bw4 42-61 2.5Y 5/4 Fine sand, single
Bw5 61-68+ 5Y 5/2 Fine sand, single
Seasonal High Water Table = 50" below the existing ground surface. Water table observed at
50".
Seasonal High Water Table = 26" below the existing ground surface. Water table observed at
45 ".
4 A U-3 1 OYR 4/1 Fine sand, single
3
Bwl 3-9 I OYR 4,1Fine sand, single
Bw2 9-19 2.5Y 6/4 iOYR 5/8 fine sand, single
Bw3 19-42 1 OYR 5/4 Nine sand, single
Bw4 42-61 2.5Y 5/4 Fine sand, single
Bw5 61-68+ 5Y 5/2 Fine sand, single
Seasonal High Water Table = 50" below the existing ground surface. Water table observed at
50".
Seasonal High Water Table = 50" below the existing ground surface. Water table observed at
50".

t TABLE 2 AUG I a 1009
Seasonal High Water Table F\ aluations
Soil Descriptions BY:
Page 'Bvo
Matrix
Mottle
Depth
Hue/Value
Hue/Value
Location Horizon
Inches
/Chronia
/Chroma
Texture/Structure
5 A
0-2
1 OYR 4/1
Fine sand, single grain
Bwl
2-8
IOYR 3/2
Fine sand, single grain
Bw2
8-41
2.5Y 6/4
Dine sand. single grain
Bw3
41-56
1 OYR 5/6
Fine sand, single grain
Bw4
56-72
IOYR 5/4
1 OYR 5/6
Fine sand, single grain
Bw5
72-76+
2.5Y 6/2
Fine sand, single grain
Seasonal High Water Table = 60" below the existing ground surt:ace. Water table observed at
74".
6 A
0-13
IOYR 3/2
Fine sand, single
Bwl
13-38
2.5Y 6/4
Fine sand. single
Bw2
38-54
2.5Y 7/3
10YR 5/6 Dine sand. single
Bw3
54-65
IOYR 4/3
Finc sand. single
Bw4
65-75+
2.5Y 5/2
Fine sand. single
Seasonal High Water Table = 55" below the existing ground surface. Water table observed at
72".
7 A
0-4
1 OYR 4/1
Fine sand, single
Bw1
4-12
IOYR 4/3
Fine sand, single
Bw2
12-19
1 OYR 5/4
Fine sand, single
Bw3
19-30
1 OYR 5/3
Fine sand, single
Bw4
30-46
2.5Y 6/_1
Fine sand, single
Bw5
46-59
10YR 5/6
Fine sand, single
Bw6
59-71
2.5Y 7/6
Fine sand. single
Bw7
71-90+
1 OYR 4/3
Fine sand. single
Seasonal High Water Table = 73" below the existing ground surface. Water table observed at
87".

r]
AU-.j I ZOO 9
(I () -1 (�. I i. r )
so' f" q
Nfy
N-r
z"
Y
9011
4 > In/hour 0
100"
>40 in/
-A"
-E
V
&11.97 in/hour
PVM
5553 IZZ
19.62 inihour
r 17.17 inihou
LEGEND
Approximate
Test Location
SCALE: UNKNOWN
'HECKED BY: PAM
PLOTTED BY: JN8 I
1'0 1;
Pc
27f: 2'
CID
Live Oak AV-.
GAU ti
42
fi�y.h At.
30' ft"W
64'
66 6
Note: Drawing obtained from John R. McAdams Co., Inc. personnel.
STORMWATER TEST LOCATIONS FIGURE
WATERWAY COVE NUMBER
OCEAN ISLE, NORTH CAROLINA
8 &M E It
S&ME PROJECT NUMBER: 1068-09-512

VI
is
IL
M SWIM
' of
;LB

r3W%TION SERVICE - �....
Soil map symbols and map unit names are alphabetical. The first
letter, always a capital, is the initial letter of the soil series name or
miscellaneous area. The second letter is a small letter except in
Order three map units, in which case it is a capital letter. Order
three map units, in addition to having all capital letters, are further
indicated by the footnote 1/. A third letter, where used, is always a
capital letter and denotes slope. Symbols with only two letters indi-
cate nearly level soils or miscellaneous areas.
SYMBOL
NAME
BaB
Baymeade fine sand, 1 to 6 percent slopes
BDC
Baymeade and Mervyn soils, 6 to 12 percent slopes 1/
BnB
Blanton fine sand, 0 to 5 percent slopes
BO
Bohicket silty clay loam 11
BrB
Bragg fine sandy loam, 2 to 6 percent slopes
CA
Carteret loamy fine sand 11
CH
Chowan silt loam 1/
Co
Corolla fine sand
CT
Croatan muck 1/
DO
Dorovan muck i/
Du
Duckston fine sand
Fo
Foreston loamy fine sand
GoA
Goldsboro fine sandy loam, 0 to 2 percent slopes
Gt
Grlfton fine sandy loam
Jo
Johns fine sandy loam
KrB
Kureb fine sand, 1 to 8 percent slopes
LA
Lafitte muck
Lo
Leon fine sand
Lu
Lumbee fine sandy loam
Ly
Lynchburg fine sandy loam
Ma
Mandarin fine sand
Mk
Muckslee loam
Mu
Murville mucky fine sand
NeE
Newhan fine sand, 2 to 30 percent slopes
NhE
Newhan fine sand, dredged, 2 to 30 percent slopes
NoB
Norfolk loamy fine sand, 2 to 6 percent slopes
On
Onslow fine sandy loam
PaA
Pactolus fine sand, 0 to 2 percent slopes
Pin
Pantego mucky loam
Pt
Pits
Re
Rains fine sandy loam
Tm
Tomahawk loamy fine sand
To
Torhunta mucky fine sandy loam
Ur
Urban land
Wa6
Wando fine sand, 0 to 6 percent slopes
WdEl
Wando-Urban land complex, 0 to 6 percent slopes
Wo
Woodington fine sandy loam
YaB
Yaupon silty clay loam, 0 to 3 percent slopes
1/ Order three map units. Fewer soil examinations were made in these map
units. Delineations and included areas are generally larger. The map
units were designed primarily for wildlife and recreation management.
NORTH Q%ROUNt'.:.GR1CULTURAL ^ESE,`iRCH SERVICE
NORTH
I'! G'f;RJ3LIF3.' ..=!'ICUL T URr1l. F ;"fEi`.!SI )i" JI_Rldll
BRUNSWICK COUNIT"1', NQR T -1 CAROL INA BRUNSWICK COUNTY BOARD OF COMMISSIONERS
CONVENTIONAL AND SPECIAL
SYMBOLS LEGEND
CULTURAL FEATURES SPECIAL SYMBOLS FOR
BOUNDARIES SOIL SURVEY
National, state or province
County or parish
Minor civil division
Reservation (national forest or park,
state forest or park,
and large airport)
Land grant
Limit of soil survey (label)
Field sheet matchline and neatline
AD HOC BOUNDARY (label)
Small airport, airfield, park, oilfield,
cemetery, or flood pool
STATE COORDINATE TICK
LAND DIVISION CORNER
(sections and land grants)
ROADS
Divided (median shown
if scale permits)
Other roads
Trail
ROAD EMBLEM & DESIGNATIONS
Interstate
Federal
State
County, farm or ranch
RAILROAD
POWER TRANSMISSION LINE
(normally not shown)
PIPE LINE
(normally not shown)
FENCE
(normally not shown)
LEVEES
Without road
With road
With railroad
DAMS
Large (to scale)
Medium or Small
PITS
Gravel pit
Mine or quarry
fLOoo
i
L -L +TL
I-1V—i1-1 H
Innnnnnn
nnnnuunl
nnnnnnnl
in unl�i in
nl I
wafer
x
MISCELLANEOUS CULTURAL FEATURES
Farmstead, house
(omit in urban areas)
Church
School
Indian mound (label)
Located object (label)
Tank (label)
Wells, oil or gas
Windmill
Kitchen midden
WATER FEATURES
DRAINAGE
Perennial, double line
Perennial, single line
Intermittent
Drainage end
Canals or ditches
Double -line (label)
Drainage and/or irrigation
LAKES, PONDS AND RESERVOIRS
Perennial
Intermittent
MISCELLANEOUS WATER FEATURES
Marsh or swamp
Spring
Well, artesian
Well, irrigation
Wet spot
i
Indian
n Mound
Tower
O
Gas
tearer
SOIL DELINEATIONS AND SYMBOLS
ESCARPMENTS
Bedrock
(points down slope)
Other than bedrock
(points down slope)
SHORT STEEP SLOPE
GULLY
DEPRESSION OR SINK
SOIL SAMPLE
(normally not shown)
MISCELLANEOUS
Blowout
Clay spot
Gravelly spot
Gumbo, slick or scabby spot (sodic)
Dumps and other similar
non soil areas
Prominent hill or peak
Rock outcrop
(includes sandstone and shale)
Saline spot
Sandy spot
Severely eroded spot
Slide or slip (tips point upslope)
Stony spot, very stony spot
Borrow Pits
Bab Dc
0
Q

WATERWAY COVE SITE SOIL _ J. FINCH, PE
WVM-08000 INFORMATION 7/10/2009
7002
=> Site soils from the Durham County Soil Survey
BY:
Symbol Name Soil Classification -..,-
KrB � Kureb Fine Sand A
References:
Lo Leon Fine Sand B
WaB Wando Fine Sand A
SOIL SURVEY: BRUNSWICK COUNTY, NORTH CAROLINA. UNITED STATES
DEPARTMENT OF AGRICULTURE: SOIL CONSERVATION SERVICE (IN
COOPERATION WITH NORTH CAROLINA AGRICULTURE EXPERIMENT
STATION).
2 SCS TR-55. UNITED STATES DEPARTMENT OF AGRICULTURE. SOIL
CONSERVATION SERVICE. 1986.

EXISTING SACEICAMA PERMIT
INFORMATION
WATERWAY COVE
WVM-08000

Date: 8/27/2007
ATTENTION PROPERTY OWNER
New Guidance 'on Jurisdictional Determinations
On June'5, 2007, the U.S. Army Corps of Engineers (COE) implemented a new method for
performing jurisdictional determinations (JD) pursuant to the Clean Water Act (CWA). This new
process is a result of the recent :Supreme Court decisions (United -States v.. Rapanos and United States
v. Carabell) and now requires the COE to conduct extensive reviews when determining if certain
waterbodies, including wetlands have a significant nexus (connection) to Traditional Navigable
Waters.
Since this Office has reviewed and verbally approvedd-a jurisdictional determination for your property
prior to June 5, 2007, we have finalized this JD using the previous process. However, if you, as the
property owner, are interested in having your property evaluated under the new guidance or have any
-luestions regarding this matter, please contact Jennifer S. Frye at 910-25 1 -4923.
S. Kenneth Jolly
Chief, Regulatory Division
AUG 1 PS 7009
BY:

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
ction Id. SAW-2006-41576-010 County: Brunswick U.S.G.S. Quad: Shallotte
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Waterboro Village Management LLC
Address: 5511 Capital Center Drive
Suite 105
_Raleigh, NC 27606
Telephone No.:
Property description:
Size (acres) 48.87 Nearest Town Ocean Isle
Nearest Waterway Atlantic Intracoastal Waterway River Basin Lumber
USGS HUC 03040207 Coordinates N 33.8975 W 78.4505
Location description The tract is located at 1611 Waterwav Drive along the south side of Beach Drive SW (NC
904/179). in adiacent wetlands and impoundments of an unnamed tributary to the AIWW north of Ocean Isle NC
Indicate Which of -the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
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).
R. 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
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 waters of the U.S. including 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 ina' 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
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
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.
X The waters of the U.S. including wetlands have. been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 8/27/2007. 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.
_ 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 years fro
tification.
AUG I s00�

is X The property is located in one of the 20 Coastal Counties subject to regulation. under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
acement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
institute a violation of Section 301 of the CIean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frve at 910-251-4923.
L. Basis For :Determination
D. Remarks
Please be aware that thisyrouerty contains non -jurisdictional isolated wetlands (Wetland Area "Ell).Please contact
-the North Carolina Division of Water Ouality at [phone] to discuss the States regulations and requirements for
these waters. It was determined that these wetlands are not bordering neighboring or contiguous with anv Section 404
iurisdietional waters.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This 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
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 following address:
District Engineer, Wilmington Regulatory Division
Attri Jennifer Frye, Project Manager,
Wilmington Regulatory Field Office
Post Office Box 1$90
Wilmington, North Carolina 28402-1890
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 District 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 10/27/2007.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: ,
Date 08/27/2007 Expiration Date 02/21/2012
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
hU://www.saw.usace.M.miYWETLANDS/index.htnl to complete.the survey online.
Action Id. SAW-2006-41576-010
Copy furnished:
Joanne Steenhuis, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington; NC 28405
AUG ? 1' 2009
BY:

;ant: Waterboro Village Management, File Number: SAW-200641576- ' .Date:.'8/27/2007
Li 010
Attached is: See Section below
INIT?A r PROFFERED pERM:T (Standard Permit or Lem er of A i
PROFFERED PERMIT (Standard Permit or Letter of ertnission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
-nit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
ng determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,.and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated. with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,.you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section H of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This -form must be received by the division engineer
Within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or -appeal the approved JD or
provide new information.
ACCEPT: You do nofneed to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending -the form to the division engineer. This form must
';vision engineer within 60 days of the date of this notice.
,AUG 1 S 100t

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need'to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
m (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
viation for further consideration by the Corps to reevaluate the JD.
t��.��'rtri - a_ s . , eT �I - s:•a.r. r.. •- .-. ,.. " ,< =W-N
^
' REASONS YOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in -the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the.
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
If you have questions regarding this decision If you only have questions regarding the appeal• process you
and/or the appeal process you may contact: may also contact:
District Engineer, Wilmington Regulatory Division Mr. Mike Bell, Administrative Appcal Review Officer
.' '-nnifer Frye, Project Manager, CESAD-ET-CO-R
V ton Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division
Post . Mice Box 1890
Wilmington, North Carolina 28402-1890 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to. Corps of Engineers personnel, and any
government consultants, to. conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, .and will have the opportunity to participate in all site
investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn:Jennifer Frye, Project Manager,
Wilmington Regulatory Field Office, PO Box 1890, Wilmington, North Carolina 28402-1890
For -Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army. Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative- Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta
,nrgia 36303-8801 i _
AUG I CP -1009

14CRUTT MAP w i
$0
HC 179 fe gf14
0c
i
SITE
_
P
A7LAN110 tHiRAODAS?AL WATGgtwAT
NOT TO SCALE
I, Barry I_ Barber certify that this plat was
drawn under my supervision from an actual survey made
ut�nadaer-my supenillon (dead description recorded In Back
P1 . Page al!ffi r ate.) (other) no references; that
h boundar)es not surveyed ore dearly Indicated as draws
from Information found in Book , Page _. that the
ratio of preclow qs edculgled Is u750pf i that this plat was
Prepared in aacordarlos with O.S. 47-30 as amended. m ass sarlylrol signature, license number and ass this 201h
of October, 2000,
Surveyor-/�_
Ueense Number L-3027
I further certify that this survey Is of on existing parcel
Or parcdl of land and dare not create a new street or
change an existing atreeb
cergl at 99VWW D1fiew of Brunswick County,
meet! WI atotu meP or plat to which this certification in affixed
Cory requromento for recording.
Review Officer
NOX$
1, Area Determined by DUD,
2. This
,� pproperty Is subject to any and all easements, covengrts,
resbiotlons, fight-of-wgyo at record, governmental ordinances
and/or requirements which may exist and fimlt the use
of this propsrtyc
3. This survey does not cortlfy legal title to the land Itself, or to
the boundaries shown. Users at this plot should obtain an accurate
tngUalpotfilon as to ownership to the boundaries shown on
la
4. FEMA flood Map Identifies parcel ere being In FIRM ZONE x k AE 14-16,
Community Panel 375357 1065 d, 5\02\OS.
5. Tax Map Parcel No. r 243NUD0)
5. Zoning � DI-R-2M
7. —Setbacks
Front! 25'
Rear. 5'
Side; 25-
R F REHM
Deed Book IML page 7106
Map Cabinet , page __
LECFNn
•0• Existing ran or ran pipe
-0- New ran or iron pipe set
-EF Nc DOT R/W Monument
-13- Concrete monument set
-0- Existing GDmor type noted
-f- Existing concrete man.
NC 904 k If 78
80' R\)/
N F
PR 1211 PC 562
'This certifies that this copy of this plat Idenllnea as waters and wetlands oil areas
of wales anal wetlands regulated pursuant to Section 404 of the Clean Water Act
as determined by the undersigned on this date. Unless there Is q change in the
law, or our published requlatlans, this determination may be relied on for q period
not to exceed five years from this dote. This determhotion was made utillAng
the 1987 Caps at gnglneors WeUand Ddlneatkn Manual',
11S, Arriylcorps Of Engineers Rspr&s ntatiw
Me 44
Date
Actlon Of
NN��NV
2261�PC�230
o_
Ocem his Estates ter,
MB H PO 306 s
7r42'21'W
' 21.32'
40' R\r
Little Field Slough
fburse
Roaring
Distance
S 0 '30 2
14.78file)
47 s
N 1t5'04 0
Lip
S 05'2235 E
2 .IM
eep,IFED
�>ry
404 Wetlands Survey
for
Atlantic Coast Development
Shalatte Township Brunswick County, N.C.
200 0 200 400 600
GRAPHIC SCALE - FEET
Scale 1' - 200' October 2D,
Bobby M. Long & Aeeorlote
OUL
Did marked line
P.O. Box 1117
Shallatte, N.C. 28459-1117
Center Ilse
Property fine
(M) 7�5486 Fox
RR/Spk.
Roll. cad Spike
Right of Way
AGeodetic
0
man.
SURVEY wE v* runt Ao rMYn" "No"
I bo'Q

VICINITY GAP
i
0
NC 179 h 904
m
>:
n
.ATE
s =
a
o
g
A1LAN11C INiRACOASTAL WAT1]TWAY
WT ID SCALE
I, Barry L Barber certify that this plot was
drown under my supervision horn an actual survey made
under my supervision (deed desorlptlon recorded In Book
119- page 1101L ste.) (other) see references: that
the boundartas not surveyed am dearly Indicated as drawn
from Ikrkh"aBan found In Beek , Page . that the
ratio of precision as calculated 4 1r7600+ that this
1 plat was
prapalad In accordance ellh M& 47-30 se amended. Witness
my afWal sipdature, license Humber and seat this 20th
day at oataber, 20a8.
Survew _ , e-. Z-c-
Win, �
rC��" 'd silo +,�-1r
License Number L-302T
;4 ; € RQ' SAL '�j
[
i
��4Aaua��@'��Ef
aRY L. St' 1.
WETLANDS LINE TABLE - AREA A
Course
I Bearing
Distance
11 S 01130 9
14. 8 . Us
L2
S OS47 54
30. 7
L3
IT 0'64'69T48.1
L4
05.22 35 E
21.0
39' 35
37.4
LBH
W3MY50 W
.07
E T
N 3.T14 1,
29."
L8
I N 2W 14 W1
31.44
r2 57 W
30.
Lf
8B' B W
39.5
Lit
I H 19'35 20 W
14.57
L 2
I N 3'4354 W
1 28.12
S B '3
21.B3
L
k 58' 2 E
8.51
15
OF 1 E
.0
6
1 N
29.96
B 4
3
6
1 H00 7
49.8
B 9 J 49
WETLANDS LINE TABLE - AREA 8
Coups
Bearing
Distance
63' 7 W
55. 9
29.0T
2B.
�S716F'
4.59
38
8 .57
126
N 877 44 W
50.80
. N 85'2857 W
3 .17
L29
N 80'4910 W
50.57
Us
1 78'20OB W
31.95
BT400
B
l3
2
L32
S a9'28 22 WF25.16'
50
S 4 '42 W6
S 20 44 W5
54 9
S 7B'52 W8
D
J
L
L
I N 39'2 a E
1.
9436.8
36
38.57
45
5T 0 0E
J7.92
L46
F N W04VI13
2 .
47
N 55.48 53 E
35.78
L48
BT2242 E
28:95
49
N 09.53 54 E
40.41
4 0 3
30.7
AFI50
25' 4 W
7.0
L52
N 69 3
28.12
75'0 3
7.
4
88 5 4 W
65'0 S2 W
35.39
8
78'30 58
9.36
7
D3.39 E
8.19
S 89' 48 E
23.77
L5
a
S ar E
34.38
75.3 E
2B.97
8
S 74 9 E
45.21
L52
N 85.25.33 E
27.35
53
B
i .5
64
84'J5 43
. 7
L65
5 4ZW 22 E
20.w
68
1 S 14 E
. 8
97
1 S 1 T Y 29 W
32. 3
88
S 38'2 08
.94
89
N 45'5014
15.95
70
S 71r 26
FS
737 2
31.75
72
S 3W38 40
26,31
S 55
36.7
7
25 E
31.80
L 5
S 54 1 Y E
a.2
7a
S 85.20 B
9. 9
77
8
0. 6
L76
BT54 D5
29.19
79
65'0511
s .87
WETLANDS LINE TABLE - AREA C
Course
so no
Distance
L80
1 N 86'37 4 W
59.17
Let
S Br0153 W
.35
Lag
S 45'0111 W
1e.38
59' 8 00 W
7.80
37 E
2 45
L55
N 88.3 52 E
20.40
86
6D'SZ 07 E
20.70
S 15 4B
8.08
WETLANDS LINE TABLE - AREA G
Course
Bearing
Distance
S 69.58 2 E
27.47
9
N 25'54 29 E
18.04
90
34'50 48 E
21.04
1
S 2
4.
L9R
3 Z37 9 E
I T2-5-
7+7-4W
20.98
94N
61'0 21 W
6.6
WETLANDS UNE TABLE - AREA D
Course
Bearing
Distance
L95
N 111'03 02 E
29.81
J_
21-W W
14.62
7
0 W
35.
L98
09' 39
27.53
L99
T09114 W
.59
100
1W224
2. 4
101
T30 5 W
79
L102
271658 W
Ll 03
27432 W
45.2
26'38 8 W
40,59
L105
2T 0a
37.99
LI08
4 23.20
.04
2
N 20.00
.8
N ITD85
75
T 5438
j
2 E
4.63
77
2.0L
14S
8 2
7.9
S 0'49 24 E8
S T 07
22.07
06 1 5
6' 9
L 8
S 38'3 35
65.79
533818 E
5.24
120
E
38.97
1N
2
28.0
L122
S B8.1 42" 1
3.13'
123
S 5.35 26 E
I 30.2W.
124 .
S 4 ' 54'
1 8.8
125
S 41'2 29 W
27.
125
S 09 2
F 44.23
2
S OB'05
:2
6
S1'3 3 E
0.i
129
S 2T40
59.57
1 0
S 2Z 12 E
4.
1 OB 0 E
L132
S 1 W45 07 E
7.
133
S 7T26 45
4 .75
34
t1T5133
. 3
35
N 81'1609 E
34.78
36
S 00 2
.9. 7
7
D w
1
3 65'S5 4/ x
3a. 5
L 39
S 6T12141
. 0
L
06 W
S 5B 29
.6
42
3 5 43 22 E
4.86
32 b
0
S 00 4 5 E
L145
5 7r32 WL14
9.25
2' W
7
2
12.9
48
4T 22 W
17.17
49
S 58'04 51 W
19.1 B
09 W
1 36.4
L151
1 S 31V55.59, W
1 1 .94
vice aunt n sur Tear v - Aare r
Course I
Bearing
Distance
E17
1 S 7Cr3503 W
20.10
E173
I N 59.151 W
9.5
L17
64?36 49 W
22.
75
1 S 78.05 OB W
18.7
1178
1 N BT09 37 W
25.7
N 7 ' 5 25 W
29,06
E17a
i S 86 4
Y .98.
179
1 N i 1' 2 E
12.29
180
1 N 8 01 29
1 . 2
1B
4
19. 2
Ein
I N 25.42J E
17.32
183
I S 3 6 2
.79
185
I N 3710 51 E
1B.50
L188
S 5837 0a E
2 .05
187
5 6735 23
18B
8 53'46 7 E
Li 89
1 S a4'S9 4 E
17.28
L190
S 5 00 31
2.7
9
a 9
5974
wr" AMM r par TApr r - Baca r
Coupe
Bearing
Distance
L152
N 5T45 28 W
25. 9
153
09 .
4 .0
15
N 25' B 8 W
34.72
155
N 3734 39 W
25.71
58
23
57
39.56
758
W
JOA3
159
51146,
BO
3 .0
j92
N
ta.oe
5 E
21A5
E
a 51
1 55
sE
54.20
165
S 575 511E
2.02
L167
S 3T2
5 .07
LISa
5 25'1035
32.12
169
S 4P52 01 E
C30
L170
44
2 .
171
5 a '47 9 W
1 43.09"
404 Wetlands Line Tobias
Atlantic Coast Development
Shollotte Township Brunswick County, N.C.
200 0 200 400 $00
GRAPHIC SCALE - FEET
Scale 1" = 200' October 20. 2006
Bobby M. Long & Associates
P.O. Box 1117
Shallotte, N.C. 28459-1117
[phone]
[phone] Pax
wE SURM nM EAR1R AND EWAI'11WO 11EN.nIL
ST"el 2 el 1

C
0

A114.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley; Governor James. H. Gregson, Director William G. Ross Jr., Secretary
October 24, 2007
CERTIFIED MAIL 7007 0220 0000 8224 5126
RETURN RECEIPT REQUESTED
Waterboro Village Management, LLC
Attn: Kyle Corkum
5511 Capital Center Drive
Raleigh, NC 27606
Dear Mr.Corkum
.AUG s � �009
BY:
The enclosed permit constitutes authorization under the Coastal Area Management Act, for you to
proceed with your project proposal. The original (buff -colored form) is retained by you and must be
available on site when the project is inspected for compliance. Please sign both the original, and the copy,
and return the copy to this office in the enclosed self-addressed stamped envelope. Signing the permit and
proceeding means you have waived your right of appeal as described. below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter
150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714,
[phone] within twenty (20) days of this decision on your permit. You should also be aware that if
another qualified parry submits a valid objection to the issuance of this permit within twenty (20) days,
the matter must be resolved prior to work initiation. The Coastal Resources Commission makes the final
decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance require additional approval. Please read yourpermit carefully prior to starting work and
review all project plans, as approved. If you are having the work done by a contractor, it would be to your
beneficial to ensure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit, you
will be helping to protect our vitally important coastal resources.
truly yours,
J on Dail
Express Permits Coordinator
Cc: LMG, Inc., Attn: Mark Westendorff
127 Cardinal Drive Ext., Wilmington, North Carolina 23405-3645
Phone: [phone] l FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

December 31, 2010
�X Mayor Dewela nae t %n a :2 r f- En�irann ent
This permit and its conditionsare hereby accepted.
in issuing this permit; the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal �=
Management Program. ( Signature of Perinittee

Waterboro Vinae 11�Ianaennenfx LI,C
- rrnijt #179-07
Le 2 of 5
0)

19) The retaining wall shall be solid apd constructed of treated wood, concrete slabs, metal sheet files or
other suitable materials approved by Division personnel. No excavation is permitted except for that
which may be required for the construction of the retauing wall, riprap, deadmen cables, etc. This
permit does not authorize any excavation waterward of the approved alignment.

AUG 1 'S' -1009
IBY: I

RECEIVED
AUG 1009
' F3Y:

Project Narrative
CAMA Major Permit Application
Express Review
Waterway Cove
Shallotte, Brunswick County, North Carolina
Waterboro Village Management, LLC, Applicant
RECEIVED
.AUG x C 7009
BY:
This Permit Application proposes the development of the subject property including 133
single family residential lots, 100 townhome units, an amenity center, roads' and
associated utilities, the repair of 3 earthen dams, a 224'x6' access pier and 4 boat lifts.
This application includes the impacts to one isolated wetland pocket as well as non -
isolated wetland/waters impacts as indicated on the plan. As proposed, total wetland
impacts would be equal to 0.275 acres and total open water impacts would equal 0.084
acres. The open water (fresh) impacts are associated with the proposed dam repairs.
Mitigation for the necessary impacts to 404 wetlands associated with the repair of the 3
existing dams will be the preservation of all remaining riparian and non -riparian wetlands
including all coastal wetlands on the property. Wetland preservation will be
accomplished through the recordation of restrictive covenants (see `PCN attachment)
referencing these wetlands while allowing for the maintenance of the dams and
community pier.
The project is located on the Intracoastal Waterway, Shallotte, Brunswick County, North.
Carolina. Proposed work located within the 75' AEC includes the repair of the lower
dam, construction of two townhomes and the subject pier and docking facility.
Previous permits for the site include Stormwater Permit No. SW8 070544 and Erosion
and Sedimentation Control Permit No. Bruns-2008-031.
Soils on the property are mapped by the Natural Resour o v@g JeVc )
as Wando.
DIVISION OF
_ COASTAL MANAGEMENT

DCM MP-1
APPLICATION for AUI; •coos
Major Development Per
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Waterboro Village Management Lic
Project Name (if applicable)
Waterway Cove
Applicant 1: First Name
Kyle
MI
V.
Last Name
Corkum
Applicant 2: First Name
Jeff
MI
Last Name
Milligan
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
5511 Capital Ctr. Dr.
PO Box
City
Raleigh
State
NC
ZIP
27606
Country
us
Phone No.
919 - 256 -1981 ext.
FAX No.
919 - 256 -1982
Street Address (if ditrent from above)
City
State
ZIP
Email
2. AgentlCon&actor Information
"n
) X V,
'Business Name
Land Management Group Inc,
I T
Agent/ Contractor 1: First Name
MI
Last Name
Mark
Westendorff
DIVISION OF
Agent/ Contractor 2: First Name
MI
Last Name
Steve
Morrison
Mailing Address
PO Box
City
State
PO BOX
2522
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28402
910 - 452 - 0001
ext.
_ _ e)d.
FAX No.
Contractor #
910 452 0060
Street Address (if dffli mmnt from above)
City
State
ZIP
3805 Wrightsville Ave
_
Wilmington
NC
28403 -
Email
[e-mail] / [e-mail]
<Form continues on backs

Form DCM MP-1 (Page 2 of 4)
•
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick NA 1172
Subdivision Narno
City
State
up
Waterway Cove
Shallotte
NC
28470 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA- - ext.
243NB001, 243NB03405,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
1,H m 4w
AIWW
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
i]Naturai ®Manmade ❑unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Ocean Isle Beach ETJ
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
952
49.87 acres/
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high watel or
—1525 s.fto 11,000 s.f.,
NWL (normal walerleveo
(if many lot sizes, please attach additional page with a list)
0'-28' SNHW or ❑NWL
e. Vegetation on tract
Quercus virginiana, laurifola, morella cerifera, spartina patens, Ilex vomitoria
in
f. Man-made features and uses now on tract
Earthen dams.
1 QC T 1 a 2007
DI
g. Identify and describe the existing land uses adiacenttothe proposed project site. ',OASTAL MANAGEMENT
Residential
h. How does local government zone the tract?
i. ' Is the proposed project consistent with the applicable zoning?
0I-R-2M, OI-RAM
(Attach zoning compliance certificate, if applicable)
SYes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes SNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes SNo ❑NA
If yes, by whom?
I. is the proposed project located in a National Registered Historic District or does it involve a []Yes SNo ❑NA
National Register listed or eligible property?
<Form continues on next pages

Form DCM MP-1 (Page 3 of 4) _ ------ APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
LBY----
: ® s ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, is available) r f D 0-) T v�!� 6 + 4
n. Describe existing wastewater treatment facilities.
None currently exist onsite
o. Describe existing drinking water supply source.
None currently exist onsite
p. Describe existing storm water management or treatment systems.
None curretnly exist onsite (Tract is undeveloped)
5. Activities and impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public(Govemment
SPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Residential development with water access and 4 boat slips.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard construction methods and equipment will be used. Equipment will be stored on upland portions of the site.
d. List all development activities you propose.
Installation of roads, utilities, residential units, repair of earthen dams, construction
of a 4 slip docking facility.
C B IVY
e. Are the proposed activities maintenance of an existing project, new work, or both?
New
OCTPli 18 2007
f. What is the approximate total disturbed land area resulting from the proposed project?
--40.0 ❑sq.Ft or§Wres
DIVISION OF
g. Will the proposed project encroach on any public easement, public accessway or other a
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Limited surface runoff.
I. Will wastewater or stormwater be discharged into a wetland?
❑Yes SNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
[]Yes []No [DNA
j. Is there any mitigation proposed?
SYes []No ❑NA
If yes, attach a mitigation proposal.
.v
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
ill `� i ���� ajor Development Permit
S. Additfonallnformatfon
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that Is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed —.turn receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name David M Smith Jr. Phone No. NA
Address 209 N. Franklin St. Whiteville, NC 28472.
Name NCDOT c/o Dan Cumbo Phone No. NA
Address 300 Division Rd. Wilmington, NC 28401
Name Ocean Isle Estates I Phone No. NA
Address 5818 Beach Dr. SW, Shallotte, NC 28470
Name Teresa and Joseph Williamson
Address 1816 Waterway Dr., Ocean Isle Beach, NC 28469
g. A list of previous state -or federal permits Issued for work on the project tract. Include permit numbers, pennittee, and issuing dates.
Stormwater Permit No. SW8 070544
h. Signed consultant or agent authorization form, if applicable.
OCT 18 20 07
1. Wetland delineation, V necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by pT"AwnerL
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. if the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this applicatio is tthf/ul to the best of my knowledge.
Date �...d Print NameQ,/ IL
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
&DCM MP-4 Structures Information

Form DCM MP-2^iv
EXCAVATION and FILL
(Except for bridges and culverts) BY
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the !tint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Length
Width
Avg. E
Depth
Final Project
Depth
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Dam A =10',
Dam B = T
and 23', Dam
C=28'
see sheets 5-
7 for dam
details
Dam A = 5',
Dam B = 4'
and 5', Dam
C =10'
see sheets 5-
7 for dam
details
NA
NA
— 3-9' MSL
NA
NA
--11' MSL
1. EXCAVATION 19 This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. () Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected:
❑CW ❑SAV ❑SB
OWL []None
(11) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
T
Oo fl
DIVISION OF
COASTAL MANAGCMENT
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (1) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes ❑No ❑NA
(11) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. () Does the disposal include any area in the water?

Form DCM MP-2 (Excavation and Fall, Page 2 of 3)
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W -)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV []SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
[--]Yes ❑No ❑NA
(ii) If yes, how much water area is a
BY:
SIOREL�I�fESTi4�IL1FIE)11� - =.. r µ pTlltssectionapt applicaW
CdOV610rne»t 15 a 66d ro►i� 'fie MP-4 � �trr�etriFes)
' p '. St;,
a. i ype ui snureune sraumzaaon:
[]Bulkhead ❑Riprap ❑Breakwater/Sill ®Other:18"
wide by 24" tall retaining wall
c. Average distance waterward of NHW or NWL: NA
e. Type of stabilization material:
block or wood
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill ILA Riprap NA
Breakwater/Sill NA Other NA
I. Source of fill material.
NA
U. Length: approximately 21V total length with 155' within AEC
Width: 18"
d. Maximum distance waterward of NHW or NWL: NA
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ®NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
NA
I-FLFSirl KI f;1� �r yr- • . $ - r12 'Cr 1-_ 'rC iw r+ �.' �•.� a r. „
� � � � � < . � i , , • ,.���; , „ J � ti �,;� �. ,- �' a�$Fltls secfroant�att�/bl
�I?CCILrtJlfl Sf*t©►llriet$btZatrr7EFf x� t sf
r a,. 1 qp. .,}' E r - _-'' i o• gs,'a �.' 7wfi a* 1'"r : e - `ri
Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlandslmarsh (CWI.
If yes,
(ii) Amount of material to be placed in the water 732 s.f.
ands
(III) Dimensions of fill area 111 so ft. see sheet 5 of 13, 156
sq. ft see sheet 6 of 13, and 465 sa, ft. see sheet 7 of 13.
(iv) Purpose of fill
Construction of temporary earthen damns and repair of
existing earthen damns.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. .
❑CW ❑SAV ❑SB
NWL 8 360 []None
(i) Describe the purpose of the fill in these areas:
Construction of temporary earthem damns, repair of existing
earthen damns, and installation of roads, utilities and
neighborhood development.
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
See Erosion and Sedimentation Control plan. Standard equipment; excavators, loaders, bulldozers.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA I , - - t C e ®Na ❑NA
(ii) If yes, explain what type and how they will be i,. t�r�r. I\ I (t .Af y �' x�ai.'%Teps that will be taken to avoid or minimize
�� I-� � nnrnnm 1�1 Imn�r4c
1l• i 4. 3 2007
252-808-2808 :: 1-888-4tRCOAST ::
talmaninrRoUntl�
00ASTAs- MANAGEMENT
revised:/2126/06

Date
Project Name
Applicant Signature
AUG 1 C 2009
BY:
ECEIV I
OCT 18 2007
JP D
DIVISION OF
COASTAL MANAGEMENT

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
09
Attach this foram to Joint Application for CAMA Major Permit, Form DCM MP-1. Be suro to complete all ther's ctti ns oYthe0Joint
Application that relate to this proposed project. Please include all supplemental information.
BY:
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
There are 2 townhome buildings consisting of 4 units each
proposed with the AEC.
c. Density (give the number of residential units and the units per
acre).
233 units, 4.67/ac.
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []No ❑NA
(ii) If yes, list the date submitted: Letter of approval dated
8-06-07, Project ID - Bruns-2008-031
b. Number of lots or panels.
133 single family residential lots, 100 townhome units.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
+/- 40 ac..
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
g. Give the percentage of the tract within the coastal shoreline AEC to h.
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.0017%
Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
38%
Describe proposed method of sewage disposal.
Community sewer.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down' and residential discharges).
Limited surface runoff.
Asphalt, concrete, gravel.
DIVISION OF
Projects that �; �l(3 f![q irmay also
require a Stormwater Certification. tC ��VV ��
() Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(il) If yes, list the date submitted: SW8 070544
k. Have the facilities described in Item (i) received state or local
approval?
®Yes []No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Community
o. When was the lot(s) platted and recorded?
NA
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(il) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes []No ❑NA
LI G ' ro 2009
e ez;
Date
Waterway Cove
Project Name
Waterboro Village Management, LLC
Appli ntZNe
Applicant Signature
D ECEIVE
f OCT 18 2007
DIVISION OF
`OASTAL MANAGEMENT

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
9. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ❑PubliclGovemment ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 224
(Iv) Width 6'
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes []No
If yes:
(11) Number 2
(iii) Length Pier _ 58' : Gazebo 0- 16'
(iv) Width 6' 16,
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
, d.
(i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number
2'
(iii) Length
24'
(iv) Width
4'
(v) Floating
[]Yes ®No
f. (i) Are Boatlifts included? ®Yes
If yes:
(ii) Number 4
(III) Length 12'
(iv) Width 13'
g. () Number of slips proposed h.
4 ECEEVE
(il) Number of slips existing
0
OCT 18 2007
DIVISION OF
COASTAL MANAGEMENT
1. Check the proposed type of siting:
❑ Land cut and access channel
[]Open water; dredging for basin and/or channel
®Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 24'
m. (i) Will the facility have tie pilings?
[]Yes ®No
(ii) If yes number of tie pilings?
AUG ? u 2009
❑ $Y:
Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slipsl only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
4 Boat Lifts
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed
I. (!)Will the facility be open to the general public?
[]Yes ®No

2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge signs proposed.
(ii) Give the location and number of "PumpoutAvailable" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
i
h• Give the number of channel markers and "No Wake" signs proposed. OCT 1 7
1. Give the location of fuel -handling facilities, and describe the safety measures planned to protect a ter quality. �0Or
DIVISION pF
j. What will be the marina policy on overnight and live -aboard dockage? G EMENT
k. Describe design measures that promote boat basin flushing?
1, If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
[]Yes ❑No

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes []No
If yes, give the name and address of the leassholder(s),'and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicably
a. Q) Is the boathouse structure(s):
❑Commercial ❑PublictGovernment ❑Private/Community
(ii) Number
(III) Length
(iv) Width U G s
Note: Roofed areas are calculated from dripline dimensions.
BY:
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-Z Excavation and Fill.) ® This section not applicable
a• (I) Number
(i) Length
(III) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. is the structure(s): b. Number
❑Commercial ❑Publlc/Government ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present
ECEIVE
e. Arc of the swing OCT 10 2007
7. GENERAL DIVISION OF

a. Proximity of structure(s) to adjacent riparian property lines
Greater than 15'.
Note: For buoy or mooring piling, use arc of swing including length
ofvesseL
c. Width of water body
+/- 600'
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
Approx. 90'
d. Water depth at waterward end of structure at NLW or NWL
-0.8' NLW:
8• OTHER ®This section not applicable
a. Give complete description:
Date
Waterway Cove
Project Name
Waterboro Village Managers, LL /r(d ek
c.•�.-��F -C
Applicant Name
Applicant Signature
D
OCT 18 2007 ED
DIVISION OF
COASTAL MANAGEMENT

Form DCM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1..Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
f. BRIDGES Whis-section not;appfi6a' l
I. is the proposed bridge:
[]Commercial ❑Public/Government ❑Private/Community
c. Type of bridge (construction material):
e. (!) Will proposed bridge replace an existing bridge? ❑Yes []No
If yes,
(ii) Length of existing bridge:
(Ili) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
9• Length of proposed bridge:
1. Will the proposed bridge affect existing water flow? ❑Yes []No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
b. Water body to be crossed by bridge:
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? []Yes ❑No
If yes,
(11) Length of existing culvert: .
(Ili) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL.
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge A L r] 1'009
j. Will the proposed bridge
increasing the existing n
If yes, explain:
ONO
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes []No
If yes, explain,
m. Will the proposed bridge cross wetlands containing no navigable n. Height of p . . d gel n
waters? ❑Yes ❑No �JI �l ,
If yes, explain:
VISJUN yr
2, CULVERTS CrJ ASA.L is section not applicable
a• Number of culverts proposed: 4 b. Water body in which the culvert Is to be placed:
existing ponds (see site plan and sheets 5, 6, and 7 of 13)
< Form continues on back>
262-803-2808 :: 1-888-4111COMST :: wr:ivwr,rec3astairn-on 3EYiSL"d: 10126/06

Form DCM P-5 (Bridges and Culverts, Page 2 of 4)
c. Type of culvert (construction material):
Standard culvert associated with outlet control structures, 4 culverts, 18" diameter by 47' average length.(see sheets 5,6, and 7
of 13)
d. (i) Will proposed culvert replace an existing bridge?
❑Yes SNo
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f• Length of proposed culvert: average length = 47' (see sheets
5.6. and 7 of 13)
h. Height of the top of the proposed culvert above the NHW or NWL.
NA
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? []Yes ®No
If yes, explain:
e. Q) Will proposed culvert replace an existing culvert?
®Yes ❑No
If yes,
(U) Length of existing culvert(s): apooximatley 47'
(ill) Width of existing culvert(s): 18"
(iv) Height of the top of the existing culvert above the NHW or
NWL: NA
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the existing culverts will be removed
due to deterioration of old culverts.
9• Width of proposed culvert: 18" diameter (see sheets 5 6 and
7of13
t. Depth of culvert to be buried below existing bottom contour.
NA
k. Will the proposed culvert affec oxisligg
If yes, explain:
BY:
...... ... .
3 FJCCAF/�fi;��QN and �Il:.� '
®T�rs sectron not` a�plre2ble:.
a, (1) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ❑No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
C. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ❑Yes []No
If yes,
(li) Avg, length of area to be excavated:
(ill) Avg, width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (t) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
FQj
t
T 2 3 200JUJI
DIVISION OF
C"0ASTAIL Av ANAC"iEIEN T
252-808-2808 :: 3-838-4ti.'C[iAST :: vvu�rrr.Ucco gg!rnanageerraenf.not revised:1tti/M6

Perm DC P-S (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area:
(11) Dimensions of the spoil disposal area:
(iii) Do you claim title to the disposal area?. []Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL. ❑SB []None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? []Yes (:]No
If yes, give dimensions if different from (11) above.
e. (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described In Item d above) to
f. (1) Will the placement of the proposed bridge or culvert result in any
fill
be placed below NHW or NWL? ❑Yes []No
(other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
If yes,
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(ii) Avg• length of area to be filled:
(WL)? If any boxes are checked, provide the number of square
feet affected.
"' A
(") Avg. width of area to be filled:
❑CW ❑SAV ❑Sg
(iv) Purpose of fill:
OWL []None
-
(11) Describe the purpose of the excavation In these areas:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ❑No
If yes,
(11) Avg. length of area to be filled:
(III) Avg. width of area to be filled:
,� V fOO9
AUG
(iv) Purpose of fill:
BY:
a. will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ❑Yes ®No detour structures? ❑Yes ®No
- If yes, explain: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification. ' r U
t�?
E
7 J
� �?. 1 �
! j Ix I `7 {�N
< Form continues on back>
All
DIVISION OF D
C('AS?,AL MANAGEMENT
252-808-2808 :. 1-888-E4RCOAST nac:eament.raet revised:10/26106

Form DCM P-5 (Bridges and Culverts, Page 4 of 4)
C. Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM-MP-2,
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Standard construction equipment will be used.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
d. How will excavated or fill material be kept on site and erosion
controlled?
See "Temporary Impacts Management " memo after
project narrative.
f. Will wetlands be crossed In transporting equipment to project site?
®Yes (:]No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
See "Temporary Impacts Management" memo after
project narrative.
'DIVISION CAE
:r���"�rMANAGEMENT
2 2-3Qif-2 34it8 :: 1-888-4RCOA a"i ;: nnevenr.nccpastalrrrgn - ent.net
revised- 10/26148

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OCT 18 2007 *Boundaries are
approximateare
not meant ..- absolute. DIVISION
• MANAGEMENT000
.• .urce: Shallotte, NC Quadrangle •... .p••1
Waterboro Village Management, LLC
Waterway Cove
Brunswick County, NC
02-07-032C
A�LMGEMENT GROUP mr-
Environmental Consultants
Figure 2
USGS Topgraphic Map
June 2006

D

BEACH
'kr-. 'r
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•
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MAZELL6TRL SW.

I, Barry L Barber certify that this plat was
drawn under my supervision from an actual survey made
under my supervision (deed de=lpdan recorded In Book
1348 Page 1106 - etc.) (other) see references; that
the bouridanes not surveyed are dearly indicated as drawn
from information found in Back , Page that the
rGUO of precision as calculated Is 1:7500+ ; that this plat was
prepared in accordance with C.S. 47-30 ae amended. Witness
my original signature, license number and seal this 20th
day of October, 2006. '
NC 904 & 179
60' R\)i
48.87 Ac.t TRACT AREA
-3.58 Ac.± WETLANDS
CA OZ
Surve / L_ ' J-,� : O •�rJFESBfp y s
Ltemae Number L-3027
UPLANDS
L3027 4f _
SUR�.�•a
,�.�RY
1 further eerti that this survey 3
codify Y is of an existing parcel
L• Bp'Q'
N 8701'00"'E.:-:
166.73' ���\ <y AREA F
or
changeparcels of nand and does net create a new since! or ~"+a
change an existing 'a}rnet.
\�J OZ8 Ae,f
� ,
'This certifies that this copy at this plat identifies as waters and wetlands all areas
of waters and wetlands regulated pursuant to Section 404 of the Clean Water Act
as determined by the undersigned on this date.: Unless there is a change in the
law, or our published regulations, this determination may be relled on for a period
not to exceed five years horn this data. This determnatfon was made utilizing
the 1987 Corps of Engineers lfotlaM Delineation ;Monad.'
U.S. Carps JJdif Fnglneere Rfp ntative
r `YAL
rifle
,w
-� Date
N\F ' ,{ftj (y ' Af t . _ ' 1 a
TODD Action ID
—v DB 1211 PG 562
t
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- N 7742'21'W
21.32-
io UPLANDS e,- V"
. /�~ UPLANDS Livw Oak dur. 40' R\W
N 87ofo0'E 373.82'L1 AU< :YI5
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Llu 1885- Cy 1 \'
N 8901DOE AIRF1 a
s 1A<c �1- •F m.coL
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m C.
-�D rvEfLAfiDS C 1 80• R\iT
ARFA E
\ \
m 4,10 Ac.d:
P m in N\F
.,to n SOYARS
\ rmi DB 2162 PO 435
t. Review Officer of Brunswick County. o UPLANDS `• 1 5
certify that the map or plot to which this certification In affixed t i L13
movie all statutory requirements for recording
still
Review Officer LS q{C1-0, A
N 89'Ot'00'E 424.31' -_L�_ �L f.�pX
W FEA. G 'my Y w�
oa �?i3 IDEA e3 - ZXT
NOTES t7 2 0.0, Ae.t n oe 1352 Pa 5
1. Area Determined by OMD. 1 .v`-_ L5 in L1
2 This .property is subject to any and
y( T.�,_.�.-. all eosamenls UPLANDS Ll
covenants, 'riETW1D5 AREA{B*
restNotgovernmentalordinancesA
right-of=ways of record, governmental ordinances m—'�,•�.� -K,
andjor requirements which may exist and Dmlt the use �' Nam• i \ NSF
01 this property. •'� + J oe 1124 � ass
3. This survey dose not certify legal title to the land itself, or to S 01'30'29'W
the boundares shown. Users of this plat should obtain an accurate N 89'01'00'E .� UPLANDS�394.67' DP TO EIP
legal opinion as to ownerahip to the boundaries shown an 256 01• _
this plat. _-
4. FEMA Flood Map Identifies parcel as being In FIRM ZONE X k AE 14-18, a OYf 0 k 0.62 '} Little
Community Panel 375357 1065 J, 6\02\06. v L.5 . II�F
S 85'D4'O6'W o .:.B w as
5. Tax Map Parcel Na. 243N8001 104.05' a
6. Zoning OI-R-ZM L •. ^I
N 85'S8. �
7. Setbacks 22 475.80 S e4 17�0-55WPFront• 25' Lof Rear: 5')P1yt
Side: ZT m�
S.
Ocean lala Estates It'.
MB H PG 306 511
REFERENCES �'
Deed Book 1348 Page 1106
Map Cabinet _ Page
LEGEND
"'♦' F.xlstlan, )ran or Iron, pipe OML Old marked Ins
-O- New Iron or iron pipe set Center line
-$- NC DOT R/W Monument Property line
-♦} Concrete monument act RR/Spk. Railroad Spice
-(� Existing Corner type noted R/W Right of Way
-6- Existing concrete man. 0 Geodetic man.
Raid S16WA
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L2 S OS'47 4 30.27
L1 N 85-04 Dfi 48.1
L4 S 0.522 75 E 21.03
RECEIM
s4�s±•q�Noov ,'�0 20066 aseo.iR Kit le+fi+.s
404 Wetlands Survey
for
Atlantic Coast Development
Shallotte Township Brunswick County, N.C.
200 0 200 .400 600
GRAPHIC SCALE - FEET
Scale 1' = 20C October 20. 2006
Bobby M. Long sir Associates
P.O. Box 1117
n\ t 7 N.C. 28459-111 (910)
\\\\\ 910) 754-6300
[phone] Fax
WE SUrIVET NE FJ1n1N AND EVtltrnrNlc'nteREON
Sheet 3 of 13

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PERMANENT WETLANDS IMPACT AREA: 1053 SF
TEMPORARY WETLANDS IMPACT AREA: 746 SF
PERMANENT OPEN WATER IMPACT AREA: 1.11 SF
TEMPORARY OPEN WATER IMPACT AREA: 383 SF
*MU.0NB Z MAcBRMM.
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Waterway Cove
UPPER DAM REPAIR
OUTLET CONTROL STRUCTURE 130
EMERGENCY
RIPRAP SPILLWAY
—SEE DETAIL
ow,
LOCATION:
NC HWY 904 & 179
OCEAN ISLE BEACK NORTH CAROLINA
)ATE: ady S0 2007 SHEET''
SCALE: 1 : 20 5 of 13

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OCT 182007
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31 MAX SIDE SLOPE
18' (MIN.)
- TOP OF DATA QlVATION
N.C. DEPT. OF
CLASS B EROSION
DEPIN VARIES -
-SEE TABLE BELOW
PARENT MATERNAL
TOP OF DAM EMBANKMENT ELEV.
EMERGENCY SPILLWAY CREST ELEV,
EMERGENCY SPILLWAY CREST WIDTH
EMERGENCY SPILLWAY DEPTH
SPILLWAY CREST ELEVATION
WOVEN BEDIMLE FLTM FABMc
E01WN 07 ISOD OR EOUIVALERT TO
BE INSTALLED N ACCCROANCE WITH
MANUFACILIREWS RECOMMENDAWONW
BASIN 110
il.OVIEal
BASIN 120
(MIDDLE)
BASIN 130
(UPPER)
11.0
1&0
25,0
8.0.
1"
24.0
20.0 FT
10.0 FT
S.0 FT
3.0 FT
1.0 FT
1.0 FT
EMERGENCY RIPRAP SPJLL WAY
TILTS.
SPE- EEIPMON FOR THE FORMATfOR-9f PAKf EMBANKMENTS
MATERIALS
ALL FILL MATERIALS SHALL BE OBTAINED FROM REQUIRED EXCAVATIONS OR
DESIGNATED BORROW AREAS. FILL MATERIAL SHALL CONTAIN NO FROZEN
MATERIAL, SOD, BRUSH, ROOTS. OR OTHER ORGANIC MATERIAL. EARTH
EMBANKMENTS SHALL CONTAIN NO STONES OR ROCK PARTICLES OVER THREE
INCHES IN DIAMETER.
THE MATERIAL USED IN THE CENTER PORTION OF THE EMBANKMENT SHALL
BE YHE MOST IMPERVIOUS MATERIAL OBTAINED FROM THE BORROW AREAS IF
REQUIRED. THE MORE PERVIOUS MATERIALS SHALL BE USED IN THE OUTER
PORTION OF THE EMBANKMENT AS SHOWN ON THE PLANS
1. IMPERVIOUS FILL MATERIALS
IMPERVIOUS FILL SHALL BE A GLACIAL TILL, AND TO BE PROVIDED
FROM AN OFFSITE SOURCE IN THE QUANTITIES REDUIRED FOR
COMPLETION. FILL TO BE APPROVED BY THE ENGINEER. GLACIAL
TILL SHALL CONSIST OF HARD AND DURABLE PARTICLES OR FRAGMENTS
AND SHALL BE FREE FROM ORGANIC MATTER AND OTHER EBJECTI13NABLE
MATERIALS. GLACIAL TILL SHALL GENERALLY CONFORM TO THE
FOLLOWING GRADATION LIMITSI
US, STANDARD
PERCENTAGE PASSING
SIEVE SIZE
BY WEIGHT
3 INCH
SI10
NO.4
60-95
NO.10
50-95
NO. 40
30-75
mi 100
20-65
ME). ROD
10-40
2. EMBANKMENT FOUNDATION PREPARATION
AREAS WHERE EMBANKMENTS ARE TO BE FORMED SHALL BE CLEARED AND
GRUBBED OF ALL TOPSOIL AND OTHER ORGANIC MATERIALS TO A DEPTH
OF AT LEAST 24 INCHES, UNLESS OTHERWISE SPECIFIED ON THE
DRAWINGS, FOUNDATION AREAS SHALL BE SCARIFIED TO A DEPTH OF
THREE INCHES PRIOR TO PLACEMENT OF FILL MATERIAL.
3. PLACEMENT
ND FILL SHALL BE PLACED UNTIL THE FOUNDATION PREPARATION AND
EXCAVATIONS IN THE FOUNDATION HAVE BEEN COMPLETED, NO FILL
SHALL BE PLACED ON A FROZEN SURFACE NOR SHALL FROZEN MATERIAL
BE INCORPORATED.
A. EMBANKMENT MATERIAL SHALL BE PLACED IN H13RIMNTAL LAYERS
THE THICKNESS OF LAYERS SHALL BE SIX INCHES, DURING
CONSTRUCTION, THE SURFACE OF THE FILL SHALL HAVE A CROWN
OR CROSS —SLOPE OF NOT LESS THAN TWO PERCENT. EACH LAYER
OR LIFT SHALL EXTEND OVER THE ENTIRE AREA OF THE FILL
THE FILL SHALL BE FREE FROM LENSES, POCKETS. STREAKS, OR
LAYERS OF MATERIAL DIFFERING SUBSTANTIALLY IN TEXTURE OR
GRADATION FROM THE SURROUNDING MATERIAL THE MORE
PERVIOUS MATERIAL SHALL BE PLACED IN THE OUTSIDE PORTION
OF THE EMBANKMENT OR AS INDICATED ON THE DRAWINGS, THE
FINISHED FILL SHALL BE SHAPED AND GRADED TO THE LINES AND
GRADE SHOWN ON THE DRAWINGS.
MRJONE 6L MACBAOOM.
smI D,pm1ow. »em=aA%m6
14kilb,16.ACLuBNdT606
(90)04473 EaQIW044393
mwid wm abut Noommm
B. BACKFILL AT THE PIPE OUTLET
BACKFILL SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO
EXCEED THREE INCHES IN THICKNESS AND SHALL BE BROUGHT UP
UNIFORMLY AROUND THE OUTLET PIPE AND FLARED END SECTION
4. MOISTURE CONTROL
THE MOISTURE CONTENT OF MATERIALS IN THE EMBANKMENT SHALL BE
CONTROLLED TO MEET THE REQUIREMENTS OF SECTION % -COMPACTION
OF EMBANKMENT.' WHEN NECESSARY, MOISTURE SHALL BE ADDED BY
USE OF APPROVED SPRINKLING EQUIPMENT. WATER SHALL BE ADDED
UNIFORMLY AND EACH LAYER SHALL BE THOROUGHLY DISKED IBR
HARROWED TO PROVIDE PROPER MIXING. ANY LAYER FOUND TOO WET
FOR PROPER COMPACTION SHALL BE ALLOWED TO DRY BEFORE ROLLING.
PLACING OR ROLLING OF MATERIAL ON EARTH FILLS WILL NOT BE
PERMITTED DURING OR IMMEDIATELY AFTER RAINFALLS WHICH
INCREASE THE MOISTURE CONTENT BEYDRD THE LL41T (IF
SATISFACTORY COMPACTION THE EARTH FILL SHALL BE BROUGHT UP
UNIFORMLY AND ITS TOP SHALL BE KEPT GRADED AND SLOPED SO THAT
A MINIMUM OF RAINWATER WILL BE RETAINED THEREON C13HPACTED
EARTH FILL DAMAGED 8Y WASHING SHALL BE ACCEPTABLY REPLACED BY
THE CONTRACTOR.
COMPACTION
A. EMBANKMENT
EMBANKMENT MATERIAL SHALL BE COMPACTED TO 95'6 OF THE
STANDARD PROCTOR DENSITY AT NEAR OPTIMUM MOISTURE CONTENT
AND BY THE COMPACTION EQUIPMENT SPECIFEED HEREIN. THE
COMPACTION EQUIPMENT SHALL TRAVERSE THE ENTIRE SURFACE OF
EACH LAYER OF FILL MATERIAL
APPROVED TAMPING ROLLERS SHALL BE USED FDR COMPACTING ALL
PARTS DF THE EMBANKMENTS WHICH THEY CAN EFFECTIVELY
REACT{ THE CONTRACTOR SHALL DEMONSTRATE THE
EFFECTIVENESS OF THE ROLLER BY ACTUAL SOIL COMPACTION
RESULTS OF THE SOIL TO BE USED IN THE EMBANKMENT WITH
LABORATORY WORK PERFORMED BY AN APPROVED SOIL TESTING
LABORATORY.
B. BACKFILL AT OUTLET CONDUIT
BACKFILL SHALL BE COMPACTED BY HAND TAMPING WITH
MECHANICAL TAMPERS. HEAVY EQUIPMENT SHALL NOT BE
OPERATED WITHIN TWO FEET OF ANY STRUCTURE. EQUIPMENT
SHALL NOT BE ALLOWED TO OPERATE OVER THE OUTLET CONDUITS
UNTIL THERE IS 24 INCHES OF FILL OVER THE PIPE CONDUITS,
6. FINISHING EMBANKMENTS
THE EMBANKMENTS SHALL BE CONSTRUCTED TO THE ELEVATIONS,
LINES, GRADES AND CROSS —SECTIONS AS SHOWN DN THE DRAWINGS.
THE EMBANKMENTS SHALL BE MAINTAINED IN A MANNER SATISFACTORY
TO THE ENGINEER AND SURFACES SHALL BE COMPACT AND ACCURATELY
GRADED BEFORE TOPSOIL IS PLACED ON THEM. THE CONTRACTOR
SHALL CHECK THE EMBANKMENT SLOPES WITH STRINGLINES TO INSURE
THAT THEY CONFORM 711 THE SLOPES GIVEN E3N THE PLANS AND ARE
UNIFORM FOR THE ENTIRE LENGTH OF THE SLOPE
JI3SS,JEA
WATERWAY COVE
DAM DETAILS
OCT 10 2007
DlVjSio,v oil
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Four (4) 8,000 lb. Aluminum Boat Lifts
w/ Auto Stop Feature
12 Ft. 6 in.
.i 10 OCT 18 2007
L MAN
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3oat L i f t
:cared to p i l i ng s
He from resting
ten low tide.
Boat Lift Detail Drawing
Waterway Cove Project
1819 Waterway Dr.
Ocean Isle..NC 28469
7-19-07
Drawing 2 of 3
Drawing Not To Scale
E EIVM
A�'G : 000�
Sheet 13 of 13

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PERVIOUS FILL
MIN. 12" THICK
APPROX. EXCAVATION
GEO—GRID REINFORCEMENT
AS REQUIRED BY MANUFAC
APPROVED BACKFILL
COMPACTED TO 95X MAX.
DRY DENSITY PER AASHTO
12" WIDE DRAIN ROCK
(1 1/4' STONE)
4" PERF. PVC (SDR 35)
0 BASE OF WALL. PROVIDE
OUTLET O END OF WALL
OR O 10' CENTERS MIN.
SLOPE TO DRAIN 1/8 per FT.
W/ FILTER FABRIC. GROUT
W/ CONCRETE THROUGH WALL UNITS
SEE SITE GRADING PLAN
FOR ALL PROPOSED GRADES
TYPICAL CAP UNIT.
ADHERE TO TOP UNIT
PINS (TYP.) AS DIRECTED
BY MANUFACTURER
MODULAR CONCRETE a
z
g
-
FACING UNITS
a.
MODULAR CONCRETE =
w
w
FACING UNITS
x
-0" MIN.
LEVELING PAD 6' MIN.
MIN. SETBACK CRUSHED GRAVEL SUBBASE
= 3/4 INCH PERCDOT M02.06 GRADING B
PER COURSE OR CONCRETE
AUG ; 3 7009
N.T.S. RECEIVED
DCM WILMINGTON, NC
0 C T 2 4 2007
NOTES:
1. DETAIL SHOWS TYPICAL BLOCK WALL. ACTUAL CONSTRUCTION TECHNIQUES WILL VARY
DEPENDENT ON MANUFACTURER. IN ALL CASES CONTRACTOR MUST PROVIDE DETAILED
ENGINEER SHOP DRAWINGS BEARING THE SEAL AND SIGN OF A P.E. LICENSED IN THE
STATE OF NC.
2. MANUFACTURER AND ENGINEER MUST BE PROVIDED A COPY OF GEOTECHNICAL REPORT
(SEE PROJECT MANUAL).
�09 MILUNE & MACBI
TYP. MODULAR CONCRETE BLOCK WALL
5511 Capful CcnW Ddw - Std" 106 SUPPLEMEN'
aaicigb. NC 31(11d - DAM, 00TODIR K lAO%
1919) R544313 Fax 1919) R544393 WATERWAY COVE SHEET
--iltmandtpacb.cm tttn SCALE. XTA 3

POST -DEVELOPMENT HYDROLOGIC
CALCULATIONS
G 1609
7BY:
WATERWAY COVE
WVM-08000

w oommass
------------------------
,AUG
$ Ede
Y:

WATERWAY COVE HYDROLOGIC CALCULATIONS J. FINCH, PE
WVM-08000 • * Post -Development -To Ex Pond -Upper •7/20/2009
L SCS CURVE NUMBERS
Assume:
RSG
Impervious .�x ..:F.�.
Open
Wooded
A
, 98
39
30
B
98
61
55
HSG'A' = 100.0%
HSG'B' = 0.0%
Cover Condition -
SCS CN
Comments
Impervious
98
-
en
39
Assume good condition
Wooded
30
Assume good condition
III. 1'�)S`>!-DIt<V'EL.(DI'hfEn1T
_> To Existing Pond - Upper
A. Watershed Breakdown
Total Number of Residential Lots =
25.25
lots
Assumed Impervious Area Per Residential Lot =
2,800
square feet
Total Impervious Area from Residential Lots =
70,700
square feet
=
1.62
acres
Total Proposed Onsite Roadway/Alleyway Impervious Area =
34,300
square feet
=
0.79
acres
Total Proposed Onsite Sidewalk Impervious Area =
13,672
square feet
=
0.31
acres
i
RECEIV D
,�1ur � � coos
8Y:
Contributing Area
SCS CN
Area [acres]
Comments
On -site open
39
2.14
Assume good condition
On -site impervious
98
2.72
-
On -site wooded
30
0.00
Assume good condition
On -site pond
100
0.24
-
Off -site open
39
0.00
Assume good condition
Off -site impervious
98
0.00
-
Off -site wooded
30
0.00
Assume good condition
Off -site pond
100
0.00
-
Total area = 5.10 acres
0.0080 sq.mi.
Composite SCS CN = 73
% Impervious = 53.4%
B. Time of Concentration Information
Post -development time of concentration to the pond was assumed to be a conservative 5 minutes
Time of Concentration = 5.00
minutes
SCS Lag Time = 3.00
minutes (SCS Lag = 0.6* Tc)
= 0.0500
hours
Time Increment = 0.87
minutes = 0.29*SCS La

WATERWAY COVE
WVM-08000
I.,S•CS CURVE MWBERS
Assume:
HYDROLOGIC CALCULATIONS
Post -Development -To Ex Pond -Middle
HSG "---
- - - Impervious��-
Open
Wooded
A
98
39
30
B
98
61
55
HSG'A' = 100.0%
HSG'B' = 0.0%
Cover Condition
SCS CN
Comments
Impervious
98
Open
39
Assume good condition
Wooded
30
Assume good condition
rI. PO�'TbL�F)C,QI'lVI1+�JV�'` .'
To Existing Pond - Middle
A. Watershed Breakdown
J. FINCH, PE
7/20/2009
RECEIVED
,NU G009
BY:
Total Number of Residential Lots =
105.25
lots
Assumed Impervious Area Per Residential Lot =
2,800
square feet
Total Impervious Area from Residential Lots =
294,700
square feet
=
6.77
acres
Total Clubhouse/Amenity Area =
28,106
square feet
Assumed % Impervious =
90%
Total Impervious Area from Clubhouse/Amenity Area =
25,295
square feet
=
0.58
acres
Total Proposed Onsite Roadway/Alleyway Impervious Area =
139,314
square feet
=
3.20
acres
Total Proposed Onsite Sidewalk Impervious Area =
51,817
square feet
=
1.19
acres
Total Existing Onsite Roadway Impervious Area
5,166
square feet
=
0.12
acres
Total Existing Offsite Roadway Impervious Area =
31,957
square feet
=
0.73
acres
Total Proposed Offsite Roadway Improvements Impervious Area =
4,535
square feet
=
0.10
acres
Contributing Area
SCS CN
Area [acres]
Comments
On -site open
39
11.32
Assume good condition
On -site impervious
98
11.85
-
On -site wooded
30
0.00
Assume good condition
On -site pond
100
1.01
-
Qff-site open
- 39
1.25
Assume good condition
Off -site impervious
98
0.84
-
Off -site wooded
30
0.00
Assume good condition
Off -site pond
100
0.00
_
Total area =
Composite SCS CN =
% Impervious =
26.27 acres
0.0410 sq.mi.
70
48.3%

WATERWAY COVE HYDROLOGIC CALCULATIONS
WVM-08000 / Post -Development -To Ex Pond -Middle
B. Time of Concentration Information
Post -development time of concentration to the pond was assumed to be a conservative 5 minutes
J. FINCH, PE
+r 7/20/2009
Time of Concentration = 5.00 minutes
SCS Lag Time = 3.00 minutes (SCS Lag = 0.6* Tc)
= 0.0500 hours f
Time Increment= 0.87 minutes (= 0.29*SCS Lag)
'1UC9 '_ u INS

WATERWAY COVE
WVM-08000 ► #4
L SCS CURVE NUMBERS
Assume:
HYDROLOGIC CALCULATIONS
Post -Development -To Ex Pond-Lower-Onsite
HSG
mperviou
Open
Wooded
A
�B
1 98
39
30
98
61
55
HSG'A' = 96%
HSG'B' = 4%
Cover Condition
SCS CN
Comments
Im ervious
98
Open
40
Assume good condition
Wooded
31
Assume good condition
U. POST-DR'Vil,OP11 m
To Existing Pond - Lower
A. Watershed Breakdown
I. FINCH, PE
.If 7/20/2009
REC
,AUG V. u n09
BY:
Total Number of Residential Lots =
70.5
lots
Assumed Impervious Area Per Residential Lot =
2,800
square feet
Total Impervious Area from Residential Lots =
197,400
square feet
=
4.53
acres
Total Proposed Onsite Roadway/Alleyway Impervious Area =
81,432
square feet
=
1.87
acres
Total Proposed Onsite Sidewalk Impervious Area =
41,206
square feet
=
0.95
acres
Total Proposed Onsite Pumpstation Impervious Area =
5,000
square feet
=
0.11
acres
Contributing Area
SCS CN
Area [9cres]
Comments
On -site open
40
8.01
Assume good condition
On -site impervious
98
7.46
-
On -site wooded
31
0.00
Assume good condition
On -site pond
100
0.78
-
Off -site open
40
0.00
Assume good condition
Off -site impervious
98
0.00
-
Off -site wooded
31
0.00
Assume good condition
Off -site pond
100
0.00
-
Total area = 16.25 acres
0.0254 sq.mi.
Composite SCS CN = 69
% Impervious = 45.9%
B. Time of Concentration Information
Post -development time of concentration to the pond was assumed to be a conservative 5 minutes
Time of Concentration = 5.00
minutes
SCS Lag Time = 3.00
minutes (SCS Lag = 0.6* Tc)
= 0.0500
hours
Time. increment = 0.87
minutes (= 0.29*SCS Lag) ,

WATERWAY COVE HYDROLOGIC CALCULATIONS J. FINCH, PE
WVM-08000 Post -Development -To Ex Pond-Lower-Offsite ' 7/20/2009
L,�SCS,. ,VT 11T.UMBERS.y- i . ,:
Assume.
perviou
- Open
Wooded��
A
_ 98
39
30
B
98
61 --
55
HSG'A' = 100.0%
HSG'B' = 0.0%
Cover Condition
SCS CN
Comments
Impervious
98
Open
39
Assume good condition
Wooded
30
Assume good condition
A k0 -DE ELOP114LWM ' .._
_> To Existing Pond - Lower
A. Watershed Breakdown
h
Total Proposed Offsite Roadway Improvements Impervious Area = 303 square feet
0.01 acres
Total Existing Offsite 1/4-Ac Residential Lot Area = 327,349 square feet
Assumed % Impervious = 38%
Total Impervious Area from Existing Offsite 1/4-Ac Residential Area = 124,393 square feet
2.86 acres
Total Existing Mite 1/8-Ac Residential Lot Area = 136,350 square feet
Assumed % Impervious = 65%
Total Impervious Area from Existing Offsite 1/8-Ac Residential Area = 88,628 square feet
2.03 acres
Total Existing Mite Road ROW Area= 97,715 square feet
Assumed % Impervious = 75%
Total Impervious Area from Existing Mite Road ROW Area = 73,286 square feet
1.68 acres
AUG %, P 7009
Contributing Area
SCS CN
Area [acres]
Comments
On -site open
39
0.00
Assume good condition
On -site impervious
98
0.00
-
On -site wooded
30
0.00
Assume good condition
On -site pond
100
0.00
-
Off -site open
39
6.33
Assume good condition
Off -site impervious
98
6.57
Off -site wooded
30
0.00
Assume good condition
Off -site pond
100
0.00
-
Total area = 12.90 acres
0.0202 sq.mi.
Composite SCS CN= 69
% Impervious = 50.9%

WATERWAY COVE HYDROLOGIC CALCULATIONS J-. FINCH; PE
WVM-08000 Post -Development -To Ex Pond-Lower=0ffsite 7/20/2009
B. Time of Concentration infoimition
Time of concentration is calculated using SCS TR-55.'
Segment 1: overland Flow
Length = 100 ft
Height = 1.05 ft
Slope = 0.0105 ft/ft
Manning's n = 0.24 Dense Grasses
P (2-year/24-hour) = 4.51 inches (OIB, NC)
Segment '17me = 15.55 minutes
Segment 3: Assume 15" RCP
Length =
17
ft
Height =
0.05
ft
Slope =
0.0029
ft/ft
Manning's n =
0.013
RCP
Flow Area =
1.23
sf (Assume 15" RCP)
Wetted Perimeter =
3.93
ft (Assume 15" RCP)
Channel Velocity =
2.87
ft/sec
Segment Time = 0.10 minutes
Segment 3: Assume -15" RCP
Length =
16
Height =
0.05
Slope =
0.0031
Manning's n =
0.013
Flow Area =
1.23
Wetted Perimeter =
3.93
Channel Velocity=
2.95
ft
ft
ft/ft
RCP
sf (Assume 15" RCP)
ft (Assume 15" RCP)
ft/sec
Segment Time = 0.09 minutes
Segment 7: Channel Flow
Length =
1211
ft
Height =
18.4
ft
Slope =
0.0152
ft/ft
Manning's n =
0.027
Roadside Swale
Flow Area =
2.00
sf (Assume 2' x I'Channel)
Wetted Perimeter =
4.00
ft (Assume 2' x 1' Channel)
Channel Velocity =
4.29
ft/sec
Segment Tame = 4.71 minutes
Segment 2: Concentrated Flow
Length =
183
ft
Height =
0.5
ft
Slope =
0.0027
ftJTPaved
? =
o��.lCIL
V G
Velocity =
0.84
ft/ ec AUG ° 7009
ki
Segment Tame =
"'
Segment 4: Channel Flow
Length =
344
ft
Height =
1.75
ft
Slope =
0.0051
ft/ft
Manning's n =
0.030
Natural Channel
Flow Area =
1.00
sf (Assume F x I'Channel)
Wetted Perimeter =
3.00
ft (Assume F x I'Channel)
Channel Velocity =
1.70
ft/sec
Segment 17me = ' 37 minutes
Segment 6. Channel Flow
Length =
358
ft
Height =
1.4
ft
Slope =
0.0039
ft/ft
Manning's n =
0.030
Natural Channel
Flow Area =
1.00
sf (Assume F x I'Channel)
Wetted Perimeter =
3.00
ft (Assume P x I'Channel)
Channel Velocity =
1.49
ft/sec
Segment Time = 4.00 minutes
Time of Concentration = 31.43
minutes
SCS ]Gag Time = 18.86
minutes (SCS Lag = 0.6* Tc)
= 0.3143
hours
Time Increment= 5.47
minutes (=0.29*SCS Lag)

J
JRECEIVED
:AUG
N
BY:
9
H
n �
n Lb
v
Ex Pond -Upper Inflow — Ex Pond -Upper Outfow
'uS
Ex Pond -Middle Outflow
Ex Pond Lower Ouffbw O
'�
2S
0
rn
m
m
5
;
p
�
3m
�
a
o
a
�
o
c
t'�f
ul
m
1,, .&
'O
VT
r
o
F
Lb

Type.... Master Network_ Summary Page 2.01
Name.... Watershed
File.... X:\Projects\WSTM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW
MASTER DES.IGN: STORM .SUMMARY_
Network Storm'Collection:
Ocean Isle Beach
Total
s
Depth
Rainfall
Return Event
in
Type
RNF
ID
------------
1-Yr
------
3.7200
----------------
Synthetic Curve
----------------
TypeIII
24hr
2-Yr
4.5100
Synthetic Curve
TypeIII
24hr
10-Yr
6.9700
Synthetic Curve
TypeIII
24hr
25-Yr
8.6900
Synthetic Curve
TypeIII
24hr
50-Yr
10.1900
Synthetic Curve
TypeIII
24hr
100-Yr
11.8700
Synthetic Curve
TypeIII
24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Return
HYG Vol
Qpeak
Node ID
-----------------
Type
----
Event
cu.ft Trun
min
EX
POND-L
IN
POND
------
1
---------- --
115167
---------
727.00
EX
POND-L
IN
POND
2
170297
727.00
EX
POND-L
IN
POND
10
369233
727.00
EX
POND-L
IN
POND
25
633389
740.00
EX
POND-L
IN
POND
50
891583
731.00
EX
POND-L
IN
POND
100
1193144
728.00
+EX
POND-L
OUT
POND
1
24024
1428.00
+EX
POND-L
OUT
POND
2
77990
1026.00
+EX
POND-L
OUT
POND
10
275500
801.00
+EX
POND-L
OUT
POND
25
538898
748.00
+EX
POND-L
OUT
POND
50
796508
738.00
+EX
POND-L
OUT
POND
100
1097446
731.00
EX
POND-M
IN
POND
1
133954
727.00
EX
POND-M
IN
POND
2
195522
727.00
EX
POND-M
IN
POND
10
415058
727.00
EX
POND-M
IN
POND
25
583250
726.00
EX
POND-M
IN
POND
50
735664
726.00
EX
POND-M
IN
POND
100
910667
726.00
+EX
POND-M
OUT
POND
1
32714
1425.00
+EX
POND-M
OUT
POND
2
90726
1060.00
+EX
POND-M
OUT
POND
10
305714
835.00
+EX
POND-M
OUT
POND
25
471954
743.00
+EX
POND-M
OUT
POND
50
622816
732.00
+EX
POND-M
OUT
POND
100
796204
729.00
EX
POND-U
IN
POND
1
24620
727.00
EX
POND-U
IN
POND
2
35235
727.00
EX
POND-U
IN
POND
10
72377
726.00
EX
POND-U
IN
POND
25
100454
726.00
EX
POND-U
IN
POND
50
125743
726.00
EX
POND-U
IN
POND
100
154664
726.00
7BUG onog
BY: IVED
====wj
Max
Qpeak
Max WSEL
Pond
Storage
cfs
--------
ft
cu.ft
21.88
--------
------------
33.79
75.97
124.59
Q1O
TD %EVf�
221.87r.�A
359.89
.54
7.88
105085
82
8.26
123233
11.67
9.65
193727
1 .06
10.29
227092
199.10
10.60
243868
325.39
10.96
263079
36.54
54.62
117.20
1:6.7
8V21
ago
70 a1�
240
2
13.67
120571
14.09
146311
15.52
239671
5.92
266613
128.64
16.19
284838
215.56
16.47
304384
7.02
10.12
20.68
28.41
35.22
42.87
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:31 PM Date: 7/28/2009

Type.... Master
Network Summary
Page
2.02
Name.... Watershed
File.... X:\Projects\WVM\WVM-08000\Storm\Construction
Drawings\WVM08000.PPW
MASTER
NETWORK
SUMMARY
SCS Unit.Hydxograph-Method,
(*Node=Outfall;
+Node=Diversion;)
(Trun=:HYG
Truncation:
Blank=None;
L=Lef't; R=Rt;
LR=Left&Rt)
Max
Return
HYG Vol
Qpeak
Qpeak
Max WSEL Pond Storage
Node ID
-----------------
Type
----
Event
----------------
cu.ft
Trun min
--
cfs
ft cu.ft
EX POND-U OUT
POND
1
24619
---------
729.00
--------
6.10
-------- ------------
22.80 2221
EX POND-U OUT
POND
2
35234
729.00
9.06
22.86 2956
EX POND-U OUT
POND
10
72375
728.00
19.43
23.05 5092
EX POND-U OUT
POND
25
100452
728.00
27.04
23.17 6448
EX POND-U OUT
POND
50
125742
728.00
33.73
23.26 7554
EX POND-U OUT
POND
100
154662
727.00
41.28
23.36 8724
*IB #1
JCT
1
1206
727.00
.33
*IB #1
JCT
2
1833
727.00
.52
*IB #1
JCT
10
4157
726.00
1.19
*IB #1
JCT
25
5985
726.00
1.72
*IB #1
JCT
50
7661
726.00
2.19
*IB #1
JCT
100
9602
726.00
2.72
� rF
*IB #2
JCT
1
2148
727.00
.58
`-may
*IB 42
JCT
2
3299
727.00
*IB #2
JCT
10
7601
726.00
.92
2.18
AUG v ZD09
*IB #2
JCT
25
11007
726.00
3.16
*IB #2
JCT
50
14140
726.00
4.04
*IB #2
JCT
100
17774
726.00
5.04
BY: - -
*LS 1
JCT
1
32714
1425.00
.60
*LS 1
JCT
2
90726
1060.00
1.70
*LS 1
*LS
JCT
10
305714
835.00
8.9
Qlii
1
JCT
25
361494
742.00
1 .63
*LS 1
JCT
50
393965
732.00
13.54
*LS 1
JCT
100
426727
729.00
15.62
*LS 2
JCT
1
24024
1428.00
.54
*LS 2
*LS 2
JCT
JCT
2
10
75500
275500
1801.00
801.00
82
11.67 �
W
*LS
` � v
010 W�+�.
2
JCT
25
363029
748.00
18. 0
*LS 2
JCT
50
414367
738.00
21.95
*LS 2
JCT
100
463844
731.00
26.54
*SITE OUTLET
JCT
1
0
1.00
.00
*SITE OUTLET
JCT
2
0
1.00
.00
*SITE OUTLET
JCT
10
0
1.00
.00
*SITE OUTLET
JCT
25
175870
748.00
88.87
*SITE OUTLET
JCT
50
382140
738.00
177.15
*SITE OUTLET
JCT
100
633605
731.00
298.85
TO IB #1
AREA
1
1206
727.00
.33
TO IB #1
AREA
2
1833
727.00
.52
TO IB #1
AREA
10
4157
726.00
1.19
TO IB #1
AREA
25
5985
726.00
1.72
TO IB #1
AREA
50
7661
726.00
2.19
TO IB #1
AREA
100
9602
726.00
2.72
I
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:31 PM Date: 7/28/2009

Type.... Master Network Summary Page 2.03
Name.... Watershed
File.... X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW
,j
MASTER NETWORK SUMMARY
SCS Unit•Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Truai= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Lefot&Rt)
t
Max
Return
HYG Vol
Qpeak
Qpeak
Max WSEL Pond Storage
Node ID
----------------
Type
----
Event
------
cu.ft Trun
----------
min
cfs
ft cu.ft
TO IB #2
AREA
1
---
2148
---------
727.00
--------
.58
-------- ------------
TO IB #2
AREA
2
3299
727.00
.92
TO IB #2
AREA
10
7601
726.00
2.18
TO IB #2
AREA
25
11007
726.00
3.16
TO IB #2
AREA
50
14140
726.00
4.04
TO IB #2
AREA
100
17774
726.00
5.04
TOEXPOND-LOWOFF
AREA
1
50965
746.00
8.35
TOEXPOND-LOWOFF
AREA
2
75362
746.00
12.76
TOEXPOND-LOWOFF
AREA
10
163399
742.00
28.76
TOEXPOND-LOWOFF
AREA
25
231414
742.00
40.90
TOEXPOND-LOWOFF
AREA
50
293282
742.00
51.76
TOEXPOND-LOWOFF
AREA
100
364503
742.00
64.09
TOEXPOND-LOWON
AREA
1
64202
727.00
17.94
TOEXPOND-LOWON
AREA
2
94935
727.00
27.07
TOEXPOND-LOWON
AREA
10
205835
726.00
59.11
TOEXPOND-LOWON
AREA
25
291514
726.00
83.22
TOEXPOND-LOWON
AREA
50
369449
726.00
104.69
TOEXPOND-LOWON
AREA
100
459166
726.00
128.96
TOEXPOND-MIDDLE
AREA
1
109335
727.00
30.75
TOEXPOND-MIDDLE
AREA
2
160288
727.00
45.83
TOEXPOND-MIDDLE
AREA
10
342682
726.00
98.33
TOEXPOND-MIDDLE
AREA
25
482799
726.00
137.56
TOEXPOND-MIDDLE
AREA
50
609921
726.00
172.39
TOEXPOND-MIDDLE
AREA
100
756005
726.00
211.69
AUG _ao�
TOEXPOND-UPPER
AREA
1
24620
727.00
7.02
TOEXPOND-UPPER
AREA
2
35235
727.00
10.12
$vim
TOEXPOND-UPPER
AREA
10
72377
726.00
20.68
JC
TOEXPOND-UPPER
AREA
25
100454
726.00
28.41
TOEXPOND-UPPER
AREA
50
125743
726.00
35.22
TOEXPOND-UPPER
AREA
100
154664
726.00
42.87
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:31 PM Date: 7/28/2009

+L .
FINAL DESIGN CALCULATIONS
UPPER POND
FIVE
AUG 1 01 2009
BY:
WATERWAY COVE
WVM-08000

\� \\ EX. POND #1 \\ \ \�\ \ ` , �2-7 / ROPOSED WALKING
(UPPER POND) '\ \\ -- >r / / TRAIL /
NWSE = 22.58 \\\ \\ EXkTING`-
I NORMAL POOL (TYP.)
LIMITS OF EXISTING
' 1 ✓ \ \ \ 8"0 DIP EMERGENCY WETLAND \ T, (Tvo.�1 ob /
DRAIN (SEE GENERAL,.
\ \ I \ A \ NOTES #8 ON SHEET
I \ N \ \ DR -MP) & TYP. DETAILS \\\
ON SHEET DR-5 \ \
"0 DIP TRASHRACK \
E1 GENERALNOTES
�
i
MP) SHEET
DR
INV. = TBD
i
` i �COWRfTE JUNCTION BOX \
EL. 24.50
EXISTING 15" CMP PIP TO SEE VE1 \ \ (H.• �� y INV. IN (8" DIP) = 14.5
BE REMOD ( \ \ \
\ \ A � i INV. OUT (15" 0-RING /
/ GENERAL NOTES #7 - 1 \ \ ` \ \ \ , \ / / �� RCP) = 14.5
SHEET DR -SAP)
11 50 LF 15" 0-RING RCP
NTS
WRAPPED( IN GEOTEXTILE `1
FABRIC) \
SPILLWAY FILTER (SM SHEET
WEIR PILLWAY — — _ _ �` , `� `CI ITS OF EXISTING-
IR CREST LENGTH =/ 20 FT \ / �`' 5 '� \\�
\ \\ WETLAND (TYP.)
— _ EIR CREST TOP WIDtH = 10 FT / \ / tibc
WEIR CREST = EL. ,22.58 (FINISHED &ADE)1�
LINER = AMORFLV (SEE NOTES #142 UNDER / \ / �. \� EXISTING \
OUTLET U E MATERIAL SPEICIFICATIONS) d I / 15 RCP ENDWALL �(,SFEE� \ \
/ (SEE P JRO3 S OP DRAWINGS�f % \'/ 1 \ \ r �E�AIL SHEET DR-4)NORMAL P00� (TYP.)
NOTE: ATCHH EA DENOTES LIMITS \ ( \\\\ \ / INV.`0� = 14.0 \ \ \
ARMORF / R 1
\ \ \ \\ 1 NCDOT CLASS 't",RIPRAP \ \
XELOCITY DISSIPATOR-,
(d5Q = 8") \ \ \ \
41 x"6 4W x 22" THICK \ \\ \\\ AUG ! v Qpg
(SEE SHEEN QR-5) \ \ \\
N\\\\
EX. POND #2
(MIDDLE POND)
�NWSE= 11.45�
VACA
GRAPHIC SCALE
20 0 10 20 40 EMSTING.:DAM. #1 (UPPED Dom: PIAN VIEW VIEW

WATERWAY COVE
WVM-08000
SSYMB CA xisting flared - UPPCR°
Average
Incremental
Accumulated
Estimated
Contour
Contour
Contour
Contour
Stage
Contour
Stage
Area
Area
Volume
Volume
w/ S-S Fxn
(feet)
(feet)
(SF)
(SF)
(CF)
(CF)
(feet)_
22.58
R 0.00
10,429 1
23.00
00.42
10,949 +
10689
4489 'i 4489
0.42
24 00
1.42
12,984
11967
11967�
16456
1.42
18000
16000
14000
LL 12000
m 10000
2 8000
N 6000
4000
20000
0.00
Storage vs. Stage
y = 11322x'-0663
R 2 = 1 f
0.50 1.00 1.50
Stage (feet)
Ks = 11322
b = 1.0663
J. FINCH, PE
7/20/2009
RECEIVED
AUG Z009
BY:

WATERWAY COVE Existing Pond - Upper
W VM-0 8000
J. FINCH, PE
7/20/2009
i =_> Stage - Storage Function
Ks = 11322
b = 1.0663
Zo = 22.58
Elevation__
[feet]
Storage
[cf] [acre-feet]
_22.58
0
0.000
22.78
2035
0.047
22.98
4262
0.098
23.18
6567
0.151
23.38
8925
0.205
23.58
11322
0.260
23.78
13752
0.316
23.98
1 16208
0.372
24.00
1 16455
0.378
m
WNCEMED
,AUG 2009
Byz

i
I
Type.... Outlet Input Data Page 13.33
Name.... Ex Pond -Upper
File.... X:\Projects\WVM\WVM-08000\Storm\Construction Dr2wings\W17M08000.PPW
REQUESTED'POND WS ELEVATIONS':
Min. Elev.= 22.58 ft
Increment = .10 ft
Max. Elev.= 24.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
----------------- -----------------------------
Weir-Rectangular WR ---> TW 22.580 24.000
TW SETUP, DS Channel
�EIVEi7
.NUG 4 E 7009
Y•
El
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:55 PM Date: 7/14/2009

Type.... Outlet Input Data Page 13.34
Name.... Ex Pond -Upper
i File.... X:\Projects\WVM\WVM-08000\Storm.\Construction Drawings\WVM08000.PPW.
OUTLET STRUCTURE INPUT DATA
Structure ID = WR
Structure Type = Weir -Rectangular
..-----------
# of Openings = 1
Crest Elev. = 22.58 ft
Weir Length = 20.00 ft
Weir Coeff. 3.000000
Weir TW effects (Use adjustment equation)
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 30
Min. TW tolerance .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .10 cfs
Max. Q tolerance = .10 cfs
AUG 2009
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:55 PM Date: 7/14/2009

Type.... Composite Rating Curve
Name.... Ex Pond -Upper
Page 13.36
File.... X:\Projects\WVM\WVM;08000\Storm\Construction Drawings\WV1408000.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q
Elev.
Q
ft
cfs
22.58
.00
22.68
1.90
22.78
5.36
22.88
9.83
22.98
15.12
23.08
21.11
23.18
27.72
23.28
34.89
23.38
42.59
23.48
50.77
23.58
59.40
23.68
68.46
23.78
77.93
23.88
87.78
23.98
98.00
24.00
100.09
Notes
-------- Converge -------------------------
TW Elev Error
ft +/-ft Contributing Structures
--- --------------------------
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
Free Outfall WR
BY:
9
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:55 PM Date: 7/14/2009

Type.... Pond Routing Summar�7 Page 1.05
Name.... EX POND-U OUT Tag: 1-Yr Event: i yr
File.... X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW
Storm... TypeIII 24hr Tag: 1-Yr
LEVEL .•POOL''ROUTING SUMMARY
HYG Dir = X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\
Inflow HYG file = NONE STORED -.EX POND-U IN 1-Yr
Outflow HYG file = NONE STORED - EX POND-U OUT 1-Yr
Pond Node Data = EX POND-U
Pond Volume Data = EX POND-U
Pond Outlet Data = Ex Pond -Upper
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
22.58
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
1,00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
7.02
cfs at 727.00 min
Peak
-----------------------------------------------------
Outflow =
6.10
cfs at 729.00 min
Peak
Elevation =
22.80
ft
Peak
-----------------------------------------------------
-----------------------------------------------------
Storage =
2221
cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 0
+ HYG Vol IN = 24620
- Infiltration = 0
- HYG Vol OUT = 24619
- Retained Vol = 2
Unrouted Vol = 0 cu.ft
(.000% of Inflow Volume)
AUG
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:58 PM Date: 7/14/2009

Type.... Pond Routing Summary Page 1.10
Name.... EX POND-U OUT Tag: 10-Yr Event: 10 yr
File.... X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW
Storm... TypeIII 24hr 'Tag: 10-Yr
LEVEL POOL- ROUTING SUMMARY.
HYG Dir = X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\
! Inflow' HYG.file = NONE STORED - EX POND-U IN 10-Yr
Outflow HYG file = NONE STORED - EX POND-U OUT 10-Yr
Pond Node- Data = EX POND-U
Pond Volume Data = EX POND-0
Pond Outlet Data = Ex Pond -Upper
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
22.58
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
1.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
20.68
cfs at 726.00 min
Peak
-----------------------------------------------------
Outflow =
19.43
cfs at 728.00 min
Peak
Elevation =
23.05
ft
Peak
Storage =
5092
cu.ft
MASS BALANCE (cu.ft)
+ Initial Vol = 0
+ HYG Vol IN = 72377
- Infiltration = 0
- HYG Vol OUT = 72375
- Retained Vol = 2
Unrouted Vol = -
cu.ft (.000% of Inflow Volume)
_* 10' y1_
BUG ! 9 2009
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:58 PM Date: 7/14/2009

FINAL DESIGN CALCULATIONS
MIDDLE POND
,AUG 18 2009
34x:
WATERWAY COVE
WVM-08000

19
14
LIMITS OF EXISTING
1 WETLAND (TYP.)
PROPOSED WALKING
TRAIL
EX. POND #2
/
MIDDLE POND)
NWSE = 11.45 /
t`/ /� NOF�MAL P00L/ T
8"0 DIP TRASH
8"0 qiP EMERGENCY I /� \`\\\1\ RACK (SEE EXISTING 15"
DRAM (SEE GENERAL / ) I \ GENERAL NOTES CMP PIPE T
DR -MP)
NO ES #8 ON SHEET I/ / 111 #8 ON SHEET BE REMOVED
DMP ` , i / I \ (SEE GENERAL 1\�\-- INV. = TBD L
/ NOTES #7
SHEET DR-MP)--�-
\ ilx6'Wx221THICK
�r [. (SiE SHEET DR\5)
I � I! I � I I I l - _ `\ `\ 1 1 (� (► � I I i � !f � � , ,ril/I `\` \�\ \-
GRAPHIC SCALE
20 0 10 20 40 EXISTING DAM #2 (MIDDLE DAM): PLAN VIEW
\

WATERWAY COVE SSFxn Existing Pond - Middle J. FINCH, PE
W VM-08000 7/20/2009
Stage -Storage Function
e
Average Incremental Accumulated Estimated
Contour Contour Contour Contour Stage
Contour Stage Area Area Volume Volume w/ S-S Fxn
(feet) (feet) (SF) (SF) (CF) (CF) (feet)
11.45 _0.00 44,119
12.00 0.55 1 48,451 46285 1 25457^ 25457 i �0.57
13.00 1.55 55,437 51944 51944 i 77401 i 1.51
14.00 �2.55 1 62,170 i-� 5880� 58804 �'Ay 136204 # _2.48_
15.00 - 3.55 68,629 j �65400 65400 ': 201604 �-1 3.50
16.00 4.55 76,547 7258g 72585 l �'!! 274192 4.58
-- L- -- _ I _
-17.00r�� { ^ 5.55 87,364--t:—� 81956 `1 _81956 �356147 ^- - 5.77 -
400000
350000 }
300000
250000
200000
E
150000
100000
50000
0
0.00
Storage vs. Stage
3
y = 48622X1.1363
1.00
2.00 3.00 4.00 5.00 6.00
Stage (feet)
I S = 48622
b = 1.1363
7y-
IVED

WATERWAY COVE Existing Pond - Middle J. FINCH, PE
WVM-08000 7/20/2009
_> Stage - Storage Function
Ks = ... 48622
b = 1.1363
Zo = 11.45
Elevation
[feet]
Storage��»�
[cf] [acre-feet] 100-YR
11.45
0
0.000
- i
11.65
7809
0.179
-
11.85
17165
0.394
-
12.05
27211
0.625
-
12.25
37732
0.866
-
12.45
48622
1.116
-
12.65
59814
1.373
-
12.85
71265
1.636
-
13.05
82942
1.904
-
13.25
94820
2.177
-
13.45
106879
2.454
-
13.65
119104
2.734
-
13.85
131482
3.018
-
14.05
144002
3.306
-
14.25
156653
3.596•
-
14.45
169428
3.890
-
14.65
182320
4.185
-
14.85
195323
4.484
-
15.05
208430
4.785
-
15.25
221636
5.088
-
15.45
234938
5.393
-
15.65
248331
5.701
-
15.85
261811
6.010
-
16.05
275375
6.322
-
16.25
289020
6.635
-
16.45
302742
6.950
-
16.65
316539
7.267
-
16.85
330409
7.585
-
17.00
340858
7.825
-
t
F

f
a
Type.... Outlet Input Data Page 13.21
Name.... Ex Pond-MiddleA
Fil.e....•iu:\projects\WVM\WVM-08000\Storm\Construction_Drawings\VVM08000.PPW
REQUESTE-D POND WS ELEVATIONS:
a 4 Min. Elev.- ll..45 ft
Increment•=• .10 ft
Max. Elev.= 17.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
----------------- -----------------------------
Weir-Rectangular WR ---> TW 15.550 17.000
TW SETUP, DS Channel
7n,UG
BY-
S/N: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:37 PM Date: 7/28/2009

Type.... Outlet Input Data Page 13.22
Name.... Ex Pond-MiddleA
File.....X:.\Projects\WVM\WVM-08000\Storm\Construction Drawing$\WVM08000.PPW
OUTLET STRUCTURE INPUT DATA
* } r
Structure Ib = WR
Structure Type = Weir-Rectaingular
----------------------------- ------
# of Openings = 1
Crest Elev. = 15.55 ft
Weir Length = 75.00 ft
Weir Coeff. = 3.000000
Weir TW effects (Use adjustment equation)
Structure ID = TW
Structure Type = TW SETUP, DS Channel
=-----------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 30
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .10 cfs
Max. Q tolerance = .10 cfs
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:37 PM Date: 7/28/2009

Type.... Composite Rating Curve
Name.... Ex Pond-MiddleA
Page 13.25
. . Fil.e.... X:\Projects\WVM\WVM-08000\Storan\Construction awings\WI,7M08000.PPW
***** COMPOSITE OUTFLOW SUMMARY •****
IWS Elev,#Total Q
-----------------
Elev. Q
ft cfs
11.45
.00
11.55
.00
11.65
.00
11.75
.00
11.85
.00
11.95
.00
12.05
.00
12.15
.00
12.25
.00
12.35
.00
12.45
.00
12.55
.00
12.65
.00
12.75
.00
12.85
.00
12.95
.00
13.05
.00
13.15
.00
13.25
.00
13.35
.00
13.45
.00
13.55
.00
13.65
.00
13.75
.00
13.85
.00
13.95
.00
14.05
.00
14.15
.00
14.25
.00
14.35
.00
14.45
.00
14.55
.00
14.65
.00
14.75
.00
14.85
.00
14.95
.00
15.05
.00
15.15
.00
----- --- Converge
TW Elev Error
ft +/-ft
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Notes i
--------------------------
Contributing Structures
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
None contributing
FINCEIVED
AUG- I U •2009
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Vex. 8.0058 Time: 3:55 PM Date: 7/28/2009

Type.... Composite Rating Curve Page 13.26
Name.... Ex Pond-MiddleA
f Eile.... X:\Projects\WVM\WVM-08000\Storm\Con•stfuction.:Drawings\WVM08000.PPW ,.
**'*** COMPOSITE OUTFLOW SUMMARY ****
' WS Elev, Total Q Not* �
-----=------------------ Converge--------------
Elev. Q TW Elev Error
ft cfs ft +/-ft Contributing Structures
----------------------
15.25 .00 Free Outfall None contributing
15.35 .00 Free Outfall None contributing
15.45 .00 Free Outfall None contributing
15.55 .00 Free Outfall WR
15.65 7.12 Free Outfall WR
15.75 20.12 Free Outfall WR
15.85 36.97 Free Outfall WR
15.95 56.92 Free Outfall WR
16.05 79.55 Free Outfall WR
16.15 104.57 Free Outfall WR
16.25 131.77 Free Outfall WR
16.35 161.00 Free Outfall WR
16.45 192.11 Free Outfall WR
16.55 225.00 Free Outfall WR
16.65 259.58 Free Outfall WR
16.75 295.77 Free Outfall WR
16.85 333.50 Free Outfall WR
16.95 372.71 Free Outfall WR
17.00 392.86 Free Outfall WR
7I
.AUG � E Z009
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:55 PM Date: 7/28/2009

Type,... Outlet Input Data Page 13.27
Name.... -Ex Pond-MiddleB
F•i112.....t',;\grojects\WVM\WVM-08000\Storm\ConstrLction,Drar7ing,s\WVM08000.PPW
REQUESTED-P6ND WS ELEVATIONS:'
Min'. Elev:= 11.45'ft
Increment = 10• ft
Max. Elev. 17.00 ft���i
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
----------------- -----------------------------
Culvert-Circular BA ---> TW 13.100 17.000
TW SETUP, DS Channel
�/;,cog
Uj
7.7:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:38 PM Date: 7/28/2009

I
Type.... Outlet Input Data Page 13.28
Name.... Ex Pond-MiddleB
File..-._x:.\Projects\WVM\WVM-08000\Storm\Construction Dray1ings\W'7M08000.PPW
OUTLET'STRUCTURE INPUT DATA
Structure ID = BA
Structure Type = Culvert -Circular
------------------------------------
No. Barrels = 1
Barrel Diameter = 2.5000 ft
Upstream Invert = 13.10 ft
Dnstream Invert = 9.50 ft
Horiz. Length = 576.00 ft
Barrel Length = 576.01 ft
Barrel Slope = .00625 ft/ft
OUTLET CONTROL DATA...
Mannings n = .0130
Ke = 2.8200 (forward entrance loss)�j
Kb = .009217 (per ft of full flow) I) yE� yr�prC
Kr = 2.8200 (reverse entrance loss):--
HW Convergence = .001 +/- ft
INLET CONTROL DATA...
Equation form = 1
Inlet Control K = .0098
Inlet Control M = 2.0000
Inlet Control c = .03980
Inlet Control Y = .6700
Tl ratio (HW/D) = 1.157
T2 ratio (HW/D) = 1.304
Slope Factor = -.500
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 & T2...
At Tl Elev = 15.99 ft ---> Flow = 27.16 cfs
At T2 Elev = 16.36 ft ---> Flow = 31.05 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 30
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .10 cfs
Max. Q tolerance = .10 cfs
.0 It Moog
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:38 PM Date: 7/28/2009

Hydraulics Unit
Page 1 of 1
Item 9. Bend loss (He) loss due to change in direction of flow. Use change in angle of primary flow line.
Hy = K (V12/29)
90 degrees K = 0.70 40 degrees K = 0,38 .
80 degrees K = 0.66 30 degrees K = 0.28
70 degrees K = 0.61 25 degrees K = 0.22
60 degrees K = 0.55 20 degrees K = 0.16
50 degrees K = 0.47 15 degrees K = 0.10
TYK e fr
K
3Kol=2.1
—� 22 °-* UsrC 240 0.22
E •E ra 0.5
L
r4oTf s - c m4reAMt: J /EecPANI Mt:)1} �
RECEIVED
AUG IL 8 7009
BY:
http://www.ncdot.org/doh/PRECONSTRUCT/HIGHWAY/hydro/gIO399web/IX stonndra... 7/28/2009

Type.... Composite Rating Curve
Name.... Ex Pond-MiddleB
Page 13.33
4 File....;. X:\Projects\WVM\WVM-08000\Storm\Const-ruction.D.rawings\WVM08000.PPW
***** COMPOSITE•OUTFLOW SUMMARY ****
$WS Elev,-Total Q
Notes-
--------------
-
------=--Converge
---------------
t---------
Elev.
Q
TW Elev
Error
ft
cfs
ft
+/-ft
Contributing Structures
--------
11.45
-------
.00
--------
Free
-----
Outfall
--------------------------
None
contributing
11.55
.00
Free
Outfall
None
contributing
11.65
.00
Free
Outfall
None
contributing
11.75
.00
Free
Outfall
None
contributing
11.85
.00
Free
Outfall
None
contributing
ll.'95
.00
Free
Outfall
None
contributing
12.05
.00
Free
Outfall
None
contributing
12.15
.00
Free
Outfall
None
contributing
12.25
.00
Free
Outfall
None
contributing
12.35
.00
Free
Outfall
None
contributing
12.45
.00
Free
Outfall
None
contributing
12.55
.00
Free
Outfall
None
contributing
12.65
.00
Free
Outfall
None
contributing
12.75
.00
Free
Outfall
None
contributing
12.85
.00
Free
Outfall
None
contributing
12.95
.00
Free
Outfall
None
contributing
13.05
.00
Free
Outfall
None
contributing
13.10
.00
Free
Outfall
None
contributing
13.15
.01
Free
Outfall
BA
13.25
.04
Free
Outfall
BA
13.35
.12
Free
Outfall
BA
13.45
.22
Free
Outfall
BA
13.55
.37
Free
Outfall
BA
13.65
.55
Free
Outfall
BA
13.75
.76
Free
Outfall
BA
13.85
1.00
Free
Outfall
BA
13.95
1.28
Free
Outfall
BA
14.05
1.58
Free
Outfall
BA
14.15
1.91
Free
Outfall
BA
14.25
2.28
Free
Outfall
BA
14.35
2.67
Free
Outfall
BA
14.45
3.08
Free
Outfall
BA
14.55
3.52
Free
Outfall
BA
14.65
3.99
Free
Outfall
BA
14.75
4.48
Free
Outfall
BA
14.85
5.00
Free
Outfall
BA
14.95
5.52
Free
Outfall
BA
15.05
6.08
Free
Outfall
BA
REEIV
CED
,AUG ! ° n09
BY:
S/N: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:57 PM Date: 7/28/2009

Type.... Composite Rating Curve
Name.... Ex Pond-MiddleB
Page 13.34
Fi;le..... X:\Projects\WVM\WVM-08000\Storm\Constructign,Dxawings\WVM08000.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
+ WS _Elew, Total Q
Elev.
Q
ft
cfs
15.15
6.66
15.25
7.25
15.35
7.86
15.45
8.48
15.55
9.13
15.65
9.79
15.75
10.46
15.85
11.14
15.95
11.83
16.05
12.54
16.15
13.26
16.25
13.98
16.35
14.70
16.45
15.45
16.55
16.19
16.65
16.93
16.75
17.68
16.85
18.43
16.95
19.19
17.00
19.56
Notos
-------- Converge --------- ------
TW Elev Error
ft . +/-ft Ccfntributing Structures
---------------------------
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Free Outfall BA
Inim
.mac - .
AUG 1lj'2009
BY:
SIN: 6217012070C3
PondPack Ver. 8.0058
The John R. McAdams Company
Time: 3:57 PM Date: 7/28/2009

Type.... Multiple Outfall Rating Curves Page 13.19
_Name.... .EX POND-M
File.... X:.\Projects\WVM\WVM-08000\Storm\Construction Drawings\
TOTAL POND OUTFLOW CURVE FOR MULTIPLE OUTFALLS
Contributing Outfalls:
Outfall 1:'EX POND -MIDDLE O'1-Yr (Ex Pond-MiddleA)
Outfall 2: TO LS 1 1-Yr. (Ex Pond-MiddieN)
POND HW OUTFALL 1 EF
D TOTAL
Elev, ft Flow, cfs Flow, cfs
11.45
.00
.00
.00
11.55
.00
.00
.00
11.65
.00
.00
.00
11.75
.00
.00
.00
11.85
.00
.00
.00
11.95
.00
.00
.00
12.05
.00
.00
.00
12.15
.00
.00
.00
12.25
.00
.00
.00
12.35
.00
.00
.00
12.45
.00
.00
.00
12.55
.00
.00
.00
12.65
.00
.00
.00
12.75
.00
.00
.00
12.85
.00
.00
.00
12.95
.00
.00
.00
s13 . 05
.00
.00
.00
13.15
.00
.01
�fix,
.01 Zf��✓
13.25
.00
.04
.04 13.10
13.35
.00
.12
.12
13.45
.00
.22
.22
13.55
.00
.37
.37
13.65
.00
.55
.55
13.75
.00
.76
.76
13.85
.00
1.00
1.00
13.95
.00
1.28
1.28
14.05
.00
1.58
1.58
14.15
.00
1.91
1.91
14.25
.00
2.28
2.28
14.35
.00
2.67
2.67
14.45
.00
3.08
3.08
14.55
.00
3.52
3.52
14.65
.00
3.99
3.99
14.75
.00
4.48
4.48
14.85
.00
5.00
5.00
14.95
.00
5.52
5.52
15.05
.00
6.08
6.08
15.15
.00
6.66
6.66
15.25
.00
7.25
7.25
15.35
.00
7.86
7.86
15.45
.00
8.48
8.48
---k15 .5 5
.00
9.13
9.134
�+
15.65
7.12
9.79
16.90
15.75
20.12
10.46
30.58
15.85
36.97
11.14
48.11
15.95
56.92
11.83
68.75
aw cmixg)
COW
CEIVED
AUG '_ ° 7009
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:38 PM Date: 7/28/2009

Type.... Multiple Outfall Rating Curves
Page 13.20
.Name...... EX POND-M
File ..... X:\Projects\WVM\WVM-08000\Storm\Construction
Drawings\
TOTAL POND
OUTFLOW CURVE
FOR MULTIPLE OUTFALLS
Contributing Outfalls:
Outfall 1:
EX POND -MIDDLE 0 1-Yr
(Ex Pond-MiddleA)
Outfall 2:
TO LS 1
1-Yr
(Ex Pond-MiddleB)
POND HW
OUTFALL 1
OUTFALL 2
TOTAL
Elev, ft
Flow, cfs
Flow, tfs
Flow, cfs •
16.05
79.55
12.54
92.09
16.15
104.57
13.26
117.83
16.25
131.77
13.98
145.76
16.35
161.00
14.70
175.70
16.45
192.11
15.45
207.56
16.55
225.00
16.19
241.19
16.65
259.58
16.93
276.51
16.75
295.77
17.68
313.45
16.85
333.50
18.43
351.93
16.95
372.71
19.19
391.90
17.00
392.8619.56
412.41
N
AUR u VUg
BY:
l
S/N: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:38 PM Date: 7/28/2009

WATERWAY COVE WATER QUALITY VOLUNM CALCULATIONS.
WVM-08000 ' Existing Foiad-middle
Contributing Watershed lnformadF n
Contributing Watershed to Existing Pond - Upper
Condition
jmPervuous Area _
[acres]
Existing Onsite
0
0.00
Existing Offsite J
-0�
_
0.00
Proposed Onsite
118,672
Proposed Offsite
0
0.00
_
Totals —�
,j
118,672
2.72y��
Contributing Watershed to
Condition
Existing Onsite " 5,166
Existing Offsite 31,957
Proposed Onsite{ 511,126
Proposed Offsite 4,535
Yi Totals 552,784
ing Pond - Middle
® ervious Area -
[acres_]
0.73
11.73
0.10
Deterininadon of Water Quality Volume (L 5" Rain fall Depth)
Current Proposed Conditions =>
WQ v = (R)(R v)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
J. FINCH, PE
7/13/2009
Input data:
Contributing area to Ex Pond - Upper, A =
5.10
acres
Contributing area to Ex Pond - Middle, A =
26.27
acres
Total area to Ex Pond - Middle, A =
31.37
acres
. =
1,366,567
sf
Impervious area to Ex Pond - Upper =
2.72
acres
Impervious area to Ex Pond - Middle =
12.69
acres
Total Impervious Area to Ex Pond - Middle =
15.41
acres
=
671,456
sf
Percent impervious cover, I =
49.1
%
i17 V E
Rainfall, P =
1.5
inches
FBYAUG9 Z009
Calculated values:Rv
=
0.49
WQv =
1.93
acre-ft
=1
84,080 cf.

WATERWAY COVE WATCR QUALITY VOLUNM CALCULATIOI-14S J. FINCH, PE
W` m_08000 iEmisting Pond -Middle 7/13/2009
f => Associated .Pond Depth
Ks = 48622
b = 1.1363
V = 84080
Normal Pool Elevation = 11.45 feet
WQEleva?ton =----13.07. -.. feet.. �.�.��...�.�.._._�..�...w�.- i
RECEIVED
AUG !U"ZO09
BY:

Type.... Pond Routing Summary Page 14.438
Name.— EX POND-M. OUT Tag: 1-Yr Event: 1 yr
File.... X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW
StQrm..:.TVpeIII 24hr Tag: 1-Yr,
-LEVEL POOL.ROUTING'SUMMARY
:. HYG Dij = X;\Projects\WVM\WVM7O'8000\Storm\Construction Drawings\
I'nflow HYG.file = NONE STORED - EX POND-M IN 1-Yr'+ a'
Outflow HYG file = NONE STORED - EX­POND-M OUT 1-Y'r
Pond Node Data = EX POND-M
Pond Volume Data = EX POND-M
Pond Outlet Data = Ex Pond-MiddleA
Ex Pond-MiddleB
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
11.45
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
1.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
36.54
cfs at 727.00 min
Peak
-----------------------------------------------------
Outflow =
.60
cfs at 1425.00 min
Peak
Elevation =
13.67
ft
Peak
Storage =
120571
cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 0
+ HYG Vol IN = 133954
- Infiltration = 0
- HYG Vol OUT = 32714
- Retained Vol = 101240
Unrouted Vol = 0 cu.ft
(.000% of Inflow Volume)
-- te.2
RECEIVED
AUG ? ZU09
BY:
S/N: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:39 PM Date: 7/28/2009

Type.... Pond Routing Summary Page 14.554
Name.... EX•POND=M OUT Tag: 10-Yr Event: 10'yr
File..... X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW
Storm•.•; Typ.eiIi 24hr Tag: 10-Yr
L•EVEL.POOL ROUTING SUMMARY
HYG Dir X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\
+ Inflow 1HYG file •NONE•STORED - EX POND-M. IN 10-Yr '
-Outflow HYG- file = NC7NE,STORED•- EX POND-M OUT 10=Yr
Pond Node Data = EX POND-M�
Pond Volume Data = EX POND-MVal—
Pond Outlet Data = Ex Pond-MiddleA
Ex Pond-MiddleB
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
11.45
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
1.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
117.20
cfs at 727.00 min
Peak
Outflow =
8.94
cfs at 835.00 min
-----------------------------------------------------
Peak
Elevation =
15.52
ft
Peak
Storage =
239671
cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 0
+ HYG Vol IN = 415058
- Infiltration = 0
- HYG Vol OUT = 305714
- Retained Vol = 109344
Unrouted Vol = 0 cu.ft
(.000% of Inflow Volume)
CEIVED
MUG 1 E 2009
BY:
n
S/N: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 3:39 PM Date: 7/28/2009

WATERWAY COVE
WVM-08000
B.R. FINCH, PE
7/29/09
NRCD Land Quality Section
Pipe Design.
Entering the following values will provide you with
the expected outlet velocity and depth of flow in a
pipe, assuming the Mannings roughness number is
constant over the entire length of the pipe.
flow Q in cfs : 8.94 Flow depth (ft) = 0.95
slope S in % : 0.50% Outlet velocity (fps) 5.203
pipe diameter D in in.: 30
Manning number n : 0.013
NRCD Land Quality Section
NYDOT Dissipator Design Results
Pipe diameter (ft) 2.50
Outlet velocity (fps) 5.20
Apron length (ft) 15.00
AVG DIAM
STONE
THICKNESS
(inches)
CLASS
(inches)
3
A
9
>>6
B
22<<
13
B or 1
22
23
2
27
CALCULATION:
Minimum TW Conditions: W = Do + La
= 2.5' + 15'
= 17.5 ft
CONCLUSION:
USE NCDOT CLASS `B' RIP RAP
15'Lx17'Wx2211THK
D50 = 8"
RECEIVED
BY:

FINAL DESIGN CALCULATIONS
LOWER POND
ffiffi�
Y.AUG 09
B- :
D
WATERWAY COVE
WVM-08000

-
\
w w w Y Y W W w w
�-
/
r'T- "- �� W �Y� W W _W �•Ir\w J% �•IL W �Ye- I
/ � // W i � i w i W i� W W W i -.F -.L W W �• Y �1.
7 !' � / / / i i i � �.► W W W i w W W �L W V W
- - - -�- I
- - -
--
rLIMITS OF
°Q - COASTAI .
WETLANDS
/ NORMAL POOL (TYP.)
75—FT AEC \
LIMITS OF EXISTING / \11 /= LINE \\
404 WETLAND (TYP.) / TOP OF DAM 12.0 I
/ WEIR SPILLWAY (11' WIDE MIN.) \
/
WEIR CREST LENGTH/= 75 FT
EX. POND #3 WEIR CREST TOP WfDTH = 10 FT
(MIDDLE POND) WEIR CREST = eL. 9.75 (FINISHED GRADE) 1 30—FT AEC I
NWSE = 5.36 LINES AMOF(FLEX (SEE NOTES #1-2 UNDER BUFFER I
_ —OUTLET STRUCTURE MATERIAL SPECIFICATIONS) T 25 LF 15" 0—RING RCP
— — (SEE APPROVED SHOP DRAWINGS) 25 LF 1 (JOINTS I
NOTE: HATCHED AREA DENOTES LIMITS OF - - ARMORFLEX LINER WRAPPED IN GEOTEXTILE I L
I I
118"0 DIP TRASH =1 1 FABRIC)
UCK E NERALNOTES f I I iii ` SHOP DRAWINGS F TH 9
#8 ON SHEET PROPOSED ARMOR L NORMAL. HIGH
INV. MP)TBD 8"0 DIP EMERGENCY A SYSTEM SHALL A T ATER LINE
1 DRAIN (SEE GENERAL �I _ FOR THE 15"0 0—RING R
I NOTES #8 ON SHEET 1 - - A EMERGENCY DRAIN /
DR —MP) VELOCITY DISSIPATOR I
CONCRETE JUNCTION BOX \ 1 INV. OUT (15"0) = EL. 1.5 I
RIM = EL. 9.75
INV. IN (8" DIP) = 1.75
INV. OUT (15" 0—RING NCDOT CLASS "B" RIPRAP I
`'RCP=-1.75 _ _ VELOCITY DISSIPATOR
4'L x 6'W x 22" THICK
(SEE SHEET DR-5)
Y
EXISTING 15" CMP PIPE — — —
\ TO BE REMOVED (SEE / ~
GENERAL NOTES #7 \
SHEET DR —MP)
c�� 1 Jjr IM TS OF EXISTING I \\
404 WETLAND (TYP.)
TOP OF ^DAM = 12.0 RECE iJ
(11 WIDE MIN.
AUG 1.009
PROPOSED WALKINGI
-TRAIL \
1 \ \ \ \ \ \ I BY.
GRAPHIC SCALE-
20 0 10 20. 40
'� EXISTING DAM #3 (LOWER DAW PLAN VIEW

WATERWAY COVE
WVIt/1-08000
SSFxn Existing Pond - Lower -
Stage -Storage Function
Average
Contour Contour
Contour Stage Area Area
(feet) (feet) (SF) (SF)
1. FINCH, PE
7/20/2009
Incremental
Accumulated
Estunated
Contour
Contour
Stage
Volume
Volume
w/ S-S Fxn
(CF)
(CF)
(feet)
5.36
0.00
33,939 }
-
-0.64 �(�
6.00
7.00
1.64 (
36,975, 35457 22692
41,790 p 39383 39383
22692
62075
0.66 �-
1.59
8.00
2.64�-
4b1798 ? 44294
__-
44294
106369_
2.55
9.00
3.64
52,055 49427
.- _m..
49427 155795
3.55
i0.00
_
4.64
56,843-- 54449
210244
�_
4.61��
11.00
R�
5.64 S 62,450 ± 59647
�54449
i 59647
269891
� 12.006.64
70,081 66266
66266
336156
_5.73 _
400000
350000
300000
v 250000
CD 200000
150000
100000
50000
0
Storage vs. Stage
y = 36311x1.1494
R2 = 0.9985
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00
Stage (feet)
Ks= 36311
b = 1.1494
RECEMM
AUG : nu 2009
BY:
Fj

WATERWAY COVE Existing Pond - Lower J. FINCH, PE
WVM-08000 ' 1i 7/20/2009
_> Stage - Storage Function
Ks 36311-
b = 1.1494
Zo = 5.36
Elevation
[feet]
i 5.36
Storage y 4
[cfj [acre-feet] 100-YR
0 0.000
5.56
5710
0.131
-
5.76
12666
0.291
-
5.96
20186
0.463
-
6.16
28096
0.645
-
6.36
36311
0.834
-
6.56
44776
1.028
-
6.76
53456
1.227
-
6.96
62324
1.431
-
7.16
71359
1.638
-
7.36
80546
1.849
-
7.56
89871
2.063
-
7.76
99324
2.280
-
7.96
108895
2.500
-
8.16
118577
2.722
-
8.36
128363
2.947
-
8.56
138248
3.174
-
8.76
148225
3.403
-
8.96
158290
3.634
-
9.16
168439
3.867
-
9.36
178668
4.102
-
9.56
188974
4.338
-
9.76
199353
4.577
-
9.96
209803
4.816
-
10.16
220322
5.058
-
10.36
230906
5.301
-
10.56
241553
5.545
-
10.76
252262
5.791
-
10.96
263030
6.038
-
11.16
273856
6.287
-
11.36
284738
6.537
-
11.56
295674
6.788
-
11.76
306663
7.040
-
11.96
317704
7.293
-
12.00
319918
F13y.:.A-U
IVED

Type.... Outlet Input Data Page 13.03
Name.,'. Ex Pond-LowerA
File.... X:\Projects\WVM\WVP;--08000\Storm\Construction Drawings\WVMO8000.PPW T
REQUESTED POND WS ELEVATIONS:
Min.•Elev,= 5.36 ft
Increment t lti ft
Max. Elev.= 12.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
----------------- -----------------------------
Weir-Rectangular WR ---> TW 9.750 12.000
TW SETUP, DS Channel
IPAt t
CEWED
BY:
AUG 217
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:54 PM Date: 7/14/2009

Type.... Outlet Input Data Page 13.04
Name..., Ex Pond.-LowerA
File.... X:\Project4\WVM\WVM-08000\Storm\Construction Drawings\WVM0800Q.PPW`
OUTLET STRUCTURE INPUT DATA
i
Structure ID = WR
Structure Type = Weir -Rectangular
------------------------------------
# of Openings = 1
Crest Elev. = 9.75 ft
Weir Length = 75.00 ft
Weir Coeff. - 3.000000
Weir TW effects (Use adjustment equation)
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 30
Min.
TW
tolerance =
.01
ft
Max.
TW
tolerance =
.01
ft
Min.
HW
tolerance =
.01
ft
Max.
HW
tolerance =
.01
ft
Min.
Q
tolerance =
.10
cfs
Max.
Q
tolerance =
.10
cfs
]RECEIVED
AUG 1 % ZD09
Y:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:54•PM Date: 7/14/2009

Type.... Composite Rating Curve
N•ame.... Ex Pond-LowerA
Page 13.08
File.... X:\Projects\WVM\WVM-08000\Storm\Construction Drawing8\WVM080p0.PP1k
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev,
Total Q
+
Notes
----------------
=-------
Converge
-------------------------
Elev.
Q
TW Elev Error
ft.
cfs
` ft
+/-ft
Contributing Structures
--------
5.36
-------
.00
--------
Free
-----
Outfall
--------------------------
None
contributing
5.46
.00
Free
Outfall
None
contributing
5.56
.00
Free
Outfall
None
contributing
5.66
.00
Free
Outfall
None
contributing
5.76
.00
Free
Outfall
None
contributing
5.86
.00
Free
Outfall
None
contributing
5.96
.00
Free
Outfall
None
contributing
6.06
.00
Free
Outfall
None
contributing
6.16
.00
Free
Outfall
None
contributing
6.26
.00
Free
Outfall
None
contributing
6.36
.00
Free
Outfall
None
contributing
6.46
.00
Free
Outfall
None
contributing
6.56
.00
Free
Outfall
None
contributing
6.66
.00
Free
Outfall
None
contributing
6.76
.00
Free
Outfall
None
contributing
6.86
.00
Free
Outfall
None
contributing
6.96
.00
Free
Outfall
None
contributing
7.06
.00
Free
Outfall
None
contributing
7.16
.00
Free
Outfall
None
contributing
7.26
.00
Free
Outfall
None
contributing
7.36
.00
Free
Outfall
None
contributing
7.46
.00
Free
Outfall
None
contributing
7.56
.00
Free
Outfall
None
contributing
7.66
.00
Free
Outfall
None
contributing
7.76
.00
Free
Outfall
None
contributing
7.86
.00
Free
Outfall
None
contributing
7.96
.00
Free
Outfall
None
contributing
8.06
.00
Free
Outfall
None
contributing
8.16
.00
Free
Outfall
None
contributing
8.26
.00
Free
Outfall
None
contributing
8.36
.00
Free
Outfall
None
contributing
8.46
.00
Free
Outfall
None
contributing
8.56
.00
Free
Outfall
None
contributing
8.66
.00
Free
Outfall
None
contributing
8.76
.00
Free
Outfall
None
contributing
8.86
.00
Free
Outfall
None
contributing
8.96
.00
Free
Outfall
None
contributing
9.06
.00
Free
Outfall
None
contributing
EIVED-
,A U G S' 2009
BY:
S/N: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:54 PM Date: 7/14/2009

Type.... Composite Rating Curve
Name.... Ex Pond-LowerA
Page 13.09
File.... X:\Projacts\WVM\WVM-08000\Storm\'Construction Drawings\WVM08000.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev,
Total Q
Notes
----------------
--------
Converge -------------------------
Elev.
Q
TW Elev Error
ft
cfs
ft
+/-ft
Contributing Structures
--------
9.16
-------
.00
--------
Free
-----
Outfall
--------------------------
None
contributing
9.26
.00
Free
Outfall.
None
contributing
9.36
.00
Free
Outfall
None
contributing
9.46
.00
Free
Outfall
None
contributing
9.56
.00
Free
Outfall
None
contributing
9.66
.00
Free
Outfall
None
contributing
9.75
.00
Free
Outfall
WR
9.76
.23
Free
Outfall
WR
9.86
8.21
Free
Outfall
WR
9.96
21.64
Free
Outfall
WR
10.06
38.80
Free
Outfall
WR
10.16
59.00
Free
Outfall
WR
10.26
81.84
Free
Outfall
WR
10.36
107.02
Free
Outfall
WR
10.46
134.35
Free
Outfall
WR
10.56
163.67
Free
Outfall
WR
10.66
194.85
Free
Outfall
WR
10.76
227.77
Free
Outfall
WR
10.86
262.35
Free
Outfall
WR
10.96
298.51
Free
Outfall
WR
11.06
336.18
Free
Outfall
WR
11.16
375.30
Free
Outfall
WR
11.26
415.81
Free
Outfall
WR
11.36
457.67
Free
Outfall
WR
1?.AC
500.83
Free
Outfall
WR
11.56
545.25
Free
Outfall
WR
11.66
590.90
Free
Outfall
WR
11.76
637.74
Free
Outfall
WR
11.86
685.73
Free
Outfall
WR
11.96
734.86
Free
Outfall
WR
12.00
754.82
Free
Outfall
WR
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 2:54 PM Date: 7/14/2009

R N
Type.... Outlet Input Data Page 13.10
N•ame..... E•x Pond-LOWerB
File.... X:\Projects\WVM\WVII-08000'\Storm\Construction Drawings \WVM0800-0.Pk k
REQUESTED POND WS ELEVATI,ONS:
Min.
Elev.=
5 ft x
Increment =
10
.10 ft
��
Max.
Elev.=
12.00 ft
n
OUTLET CONNECTIVITY
---> Forward
Flow Only
(UpStream to DnStream)
<--- Reverse
Flow Only
(DnStream to UpStream)
< --- > Forward
and Reverse Both Allowed
Structure
No.
Outfall El, ft E2, ft
----------------- ----
Culvert-Circular
BA --->
-------------------------
TW 7.450 12.000
TW SETUP, DS Channel
.AU72009 BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:03 PM Date: 7/28/2009

Type.... Outlet Input Data Page 13.11
Name.... Ex Pond-Lo47erB
File.... X:\Projects\WVM\A'VM-08000\S,torr[:\Construction Drawings\WVM08000.PPW
OUTLET STRUCTURE•INPUT DATA
Structure ID = BA
Structure Type = Culvert -Circular
------------------------------------
No. Barrels = 1
Barrel Diameter = 2.5000 ft
Upstream Invert = 7.45 ft
Dnstream Invert = 6.00 ft
Horiz. Length = 312.00 ft
Barrel Length = 312.00 ft
Barrel Slope = .00465 ft/ft
OUTLET CONTROL DATA...
Mannings n = .0130
Ke = 1.4000 (forward entrance loss)
Kb = 009217 (per ft of full flow)
Kr = 1.4000 (reverse entrance loss)
HW Convergence = .001 +/- ft
INLET CONTROL DATA...
Equation form = 1
Inlet Control K = .0098
Inlet Control M = 2.0000
Inlet Control c = .03980
Inlet Control Y = .6700
T1 ratio (HW/D) = 1.158
T2 ratio (HW/D) = 1.304
Slope Factor = -.500
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1. equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 & T2...
At T1 Elev = 10.34 ft ---> Flow = 27.16 cfs
At T2 Elev = 10.71 ft ---> Flow = 31.05 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 30
Min.
TW
tolerance =
.01
ft
Max.
TW
tolerance =
.01
ft
Min.
HW
tolerance =
.01
ft
Max.
HW
tolerance =
.01
ft
Min.
Q
tolerance =
.10
cfs
Max.
Q
tolerance =
.10
cfs
Aug y v M09
BY -
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:03 PM Date: 7/28/2009

Hydraulics Unit
Page 1 of 1
Item 9. Bend loss (Hb) loss due to change in direction of flow. Use change in angle of primary flow line.
Hb = K (V,212g)
90 degrees K = 0.70 40 degrees K = 0.38
80 degrees K = 0.66 30 degrees K = 0.28
70 degrees K = 0.61 25 degrees K 0.22
60 degrees K = 0.55 20 degrees K = 0.16
50 degrees K = 0.47 15 degrees K = 0.10
TY(VOf1WNp
uE
500
-� Fn/iJ r4a `ice O.S
BAEf1�c �._
-i .- .4+
N dt� : coC �, crJ� EiCxx�An15 rxl u]SSIE6 AIN--
NEG� F c� 0
C r'D
,AUG Al � nog
BY:
http://www.ncdot.org/doh/PRECONSTRUCT/HIGHWAY/hydro/gIO399web/IX_stormdra... 7/28/2009

Type.... Composite Rating Curve
Name.... Ex Pond-LowerB
Page 13.17
. File...'. X:\Projects\WVM\WVMz08000\Storm\Construction Drawings\WVM08000.PPW
., 0
COMPOSITE OUTFLOW
SUMMARY ****
j WS Elev,
Total Q
Y Notess
--------
Converge
Elev.
Q
TW Elev Error
ft
--------
cfs
-------
ft +/•-ft
Contributing
Structures
5.36
.00
--------
Free
-----
Outfall
--------------------------
None
contributing
5.46
.00
Free
Outfall
None
contributing
5.56
.00
Free
Outfall
None
contributing
5.66
.00
Free
Outfall
None
contributing
5.76
.00
Free
Outfall
None
contributing
5.86
.00
Free
Outfall
None
contributing
5.96
.00
Free
Outfall
None
contributing
6.06
.00
Free
Outfall
None
contributing
6.16
.00
Free
Outfall
None
contributing
6.26
.00
Free
Outfall
None
contributing
6.36
.00
Free
Outfall
None
contributing
6.46
.00
Free
Outfall
None
contributing
6.56
.00
Free
Outfall
None
contributing
6.66
.00
Free
Outfall
None
contributing
6.76
.00
Free
Outfall
None
contributing
6.86
.00
Free
Outfall
None
contributing
6.96
.00
Free
Outfall
None
contributing
7.06
.00
Free
Outfall
None
contributing
7.16
.00
Free
Outfall
None
contributing
7.26
.00
Free
Outfall
None
contributing
7.36
.00
Free
Outfall
None
contributing
7.45
.00
Free
Outfall
None
contributing
7.46
.00
Free
Outfall
BA
7.56
.04
Free
Outfall
BA
7.66
.14
Free
Outfall
BA
7.76
.29
Free
Outfall
BA
7.86
.49
Free
Outfall
BA
7.96
.75
Free
Outfall
BA
8.06
1.06
Free
Outfall
BA
8.16
1.43
Free
Outfall
BA
8.26
1.84
Free
Outfall
BA
8.36
2.30
Free
Outfall
BA
8.46
2.81
Free
Outfall
BA
8.56
3.35
Free
Outfall
BA
8.66
3.94
Free
Outfall
BA
8.76
4.57
Free
Outfall
BA
8.86
5.24
Free
Outfall
BA
8.96
5.95
Free
Outfall
BA
7A IVED
AUG y v 2DO9
BY:
e
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:04 PM Date: 7/28/2009

Type.... Composite Rating Curve
Name.... Ex Pond-LowerB
Page 13.18
I
File....
X:\Projects\WVM\WVM-08000\Sporm\Qopstruction Drawings\WVM08000.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev,
Total'Q
+ Notes
----------------
-------1
Converg2
----------------------=- •/
Elev.
Q
TW Elev 'Error
ft
--------
cfs
-------
ft. 4/-ft
-------- ------
Contributing Structures
9.06
6.69
Free
Outfall
--------------------------
BA
9.16
7.46
Free
Outfall
BA
9.26
8.26
Free
Outfall
BA
9.36
9.09
Free
Outfall
BA
9.46
9.96
Free
Outfall
BA
9.56
10.84
Free
Outfall
BA
9.66
11.74
Free
Outfall
BA
9.76
12.67
Free
Outfall
BA
9.86
13.62
Free
Outfall
BA
9.96
14.59
Free
Outfall
BA
10.06
15.56
Free
Outfall
BA
10.16
16.77
Free
Outfall
BA
10.26
17.89
Free
Outfall
BA
10.36
18.97
Free
Outfall
BA
10.46
20.23
Free
Outfall
BA
10.56
21.40
Free
Outfall
BA
10.66
22.67
Free
Outfall
BA
10.76
23.94
Free
Outfall
BA
10.86
25.26
Free
Outfall
BA
10.96
26.53
Free
Outfall
BA
11.06
27.81
Free
Outfall
BA
11.16
29.00
Free
Outfall
BA
11.26
30.09
Free
Outfall
BA
11.36
31.01
Free
Outfall
BA
11.46
31.72
Free
Outfall
BA
11.56
32.18
Free
Outfall
BA
11.66
32.50
Free
Outfall
BA
11.76
32.84
Free
Outfall
BA
11.86
33.18
Free
Outfall
BA
11.96
33.53
Free
Outfall
BA
12.00
33.67
Free
Outfall
BA
4
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:04 PM
Date: 7/28/2009

Type.... Multiple Outfall Rating Curves Page 13.01
Name.... EX.POND-L
File..'.. X:\Projects\WHIM\WVM-08000\Storm\Construction Drawings\
TOTAL POND OUTFLOW CURVE FOR MULTIPLE OUTFALLS
CQntributing Outfalls:
Outfall 1: TO LS 2 1-Yr (Ex Pond-LowerB)
j Outfall 2: EX -POND -LOWER 6U•-1-Yr (E-x Pond-LowefA)
TO I
POND HW OUTFALL 1 UTFALL 2 TOTAL
Elev, ft Flow, ° cfs Flow, cfs Flow, cfs/ IA
5.36 .00 .00 .00
�✓� 5.46 .00 .00 .00
5.56 .00 .00 .00
5.66 .00 .00 .00
5.76 .00 .00 .00
5.86 .00 .00 .00
5.96 .00 .00 .00
6.06 .00 .00 .00
6.16 .00 .00 .00
6.26 .00 .00 .00
6.36 .00 .00 .00
6.46 .00 .00 .00
6.56 .00 .00 .00
6.66 .00 .00 .00
6.76 .00 .00 .00
6.86 .00 .00 .00
6.96 .00 .00 .00
7.06 .00 .00 .00
7.16 .00 .00 .00
7.26 .00 .00 .00
7.36 .00 .00 00 p Q
-�7.46 .00 .00 .00*
7.66 .114 .00 .114 ?•�/j P
7.76 .29 .00 .29
7.86 .49 .00 .49
7.96 .75 .00 .75
8.06 1.06 .00 1.06
8.16 1.43 .00 1.43
8.26 1.84 .00 1.84
8.36 2.30 .00 2.30
8.46 2.81 .00 2.81
8.56 3.35 .00 3.35
8.66 3.94 .00 3.94
8.76 4.57 .00 4.57
8.86 5.24 .00 5.24
8.96 5.95 .00 5.95
9.06 6.69 .00 6.69
9.16 7.46 .00 7.46
9.26 8.26 .00 8.26
9.36 9.09 .00 9.09
9.46 9.96 .00 9.96
9.56 10.84 .00 10.84
_ � 9.66 12.67 .23 12.74
89 W��1 -50"A4 l C �
� 9. 7 6 12 . 6 7 .23 3 12 . 8 9 1``''' '^'^� r l
9.86 13.62 8.21 21.83,V
7AUG009
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:04 PM Date: 7/28/2009

Type.... Multiple Outfall Rating Curves
Page 13.02
Name.... EX POND-L
File.... X:\Projects\WVM\WVM-08000\Storm\Construction Drawings\
TOTAL POND
OUTFLOW CURVE FOR MULTIPLE OUTFALLS
Contributing Outfalls:
Outfall 1:
TO LS 2
1-Yr
(Ex Pond-LowerB)
a Outfall 2:
EX POND -LOWER OU 1-Yr
H (Ex Pond-LowerA)
POND HW
OUTFALL 1
OUTFALL 2
TOTAL
Elev, ft
Floi4, cfs
Flow, cfs
Flow, cfs
9.96
14.59
21.64
36.23
10.06
15.56
38.80
54.36
10.16
16.77
59.00
75.77
10.26
17.89
81.84
99.73
10.36
18.97
107.02
125.99
10.46
20.23
134.35
154.58
10.56
21.40
163.67
185.07
10.66
22.67
194.85
217.51
10.76
23.94
227.77
251.71
10.86
25.26
262.35
287.61
10.96
26.53
298.51
325.04
11.06
27.81
336.18
363.98
11.16
29.00
375.30
404.30
11.26
30.09
415.81
445.91
11.36
31.01
457.67
488.68
11.46
31.72
500.83
532.55
11.56
32.18
545.25
577.43
11.66
32.50
590.90
623.40
11.76
32.84
637.74
670.58
11.86
33.18
685.73
718.92
12.00
33.67
754.82
788.49
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:04 PM Date: 7/28/2009

WATERWAY COVE WATER QUALITY VOLUME CALCULATIONS J. FINCH, PE
WVMI-08000 Existing Pond_Loweir 7/13/2009
_> Contributing Wxlers�ed l'gforrxau_taon
Contributing Watershed to Existing Pond - Lower
Condition _.-
-. _ _ vnpee�ious Area _
[sffJ
[acres]
Existing Onsite --
Existing Offsite
286,306
6.57-
Proposed Onsite 325,038 y
Proposed Offsite ;;
_7.46
303
0.01
Totals y
611,647 `
14.04
_> Determination of R'iater Quality Volume (7.3 " R aln fafi Depe )
Current n-oposed Conditions =>
WQ v = (P) (R v) (A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
29.15 acres
=
1,269,960 sf
Impervious area =
14.04 acres
=
611,647 sf
Percent impervious cover, I =
48.2 %
Rainfall, P =
1.5 inches
Calculated values:
Rv=
0.48
WQv=
1.76 acre-ft
=
76,748 cf.
Associated Pond Depth
ICs =
36311
b =
1.1494
V =
76748
Normal Pool Elevation =
5.36
feet
®WQ Elevations = 7.28 _ --:-� feet
7CEIVED
,BUG y �ti09
$Y•

Type.... Pond Routing Summary Page 14.41
Name.... EX POND=L OUT Tag: 1-Yr Event: 1 yr
File.... X:\Projects\WVbI\WVG1-08000\Storm\Construction Diawi_ngs\WVM08000.PPW .
Storm... TypeIII 24hr Tag: 1-Y•r
LEVEL POOL ROUTING SUMMARY
HYG Dir = X:\Projects\.WVM\WVM-08000\Storm\Construction Drawings\
P Inflow HYG•file = NONE STORED - E..'POND-L IN• 1-Yr
Outflow HYG file =. NONE STdRED ---EX POND-L OUT •1-Yr' !
Pond Node • Data = EX POND-L r'
Pond Volume Data = EX POND-L�,�
Pond Outlet Data = Ex Pond-LowerB
Ex Pond-LowerA
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
5.36
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
1.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow =
21.88
cfs at 727.00 min
Peak
-----------------------------------------------------
Outflow =
.54
cfs at 1428.00 min
Peak
Elevation =
7.88
ft
Peak
Storage =
105085
cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 0
+ HYG Vol IN = 115167
Infiltration = 0
HYG Vol OUT = 24024
- Retained Vol = 91144
Unrouted Vol = 0 cu.ft
(.000% of Inflow Volume)
7C
,�IUG � 9 zoos
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:04 PM Date: 7/28/2009

Type.... Pond Routing Summary Page 14.157
Name.... EX POND-L OUT Tag: 10-Yr Event: 10 yr
File.... X:\Project.s\WVM\WVM-08000\Storm\Construction Drawings\WVM08000.PPW
Storm... TypeIII 24hr Tag:.10-Yr A
LEVEL POOL ROUTING SUMMARY
HYG Dir X:,\Pr.ojects�WVM\WVM-08000•\Storm\Construction Drawings\
+ I Inflow HYG file =' NONE STORED - EX POD,D-L IN:. 10-Yr '
Outflow HYG file =' NONE STARED _ EX POND-L OUT 10-Yr
Pond Node Data = EX POND-L=
Pond Volume Data = EX POND-L
Pond Outlet Data = Ex Pond-LowerB
Ex Pond-LowerA
No Infiltration
INITIAL CONDITIONS
Starting
WS Elev =
5.36
ft
Starting
Volume =
0
cu.ft
Starting
Outflow =
.00
cfs
Starting
Infiltr. _
.00
cfs
Starting
Total Qout=
.00
cfs
Time Increment =
1.00
min
INFLOW/OUTFLOW HYDROGRAPH SUMMARY
Peak
Inflow
= 75.97
cfs at 727.00 min
Peak
-----------------------------------------------------
Outflow
= 11.67
cfs at 801.00 min
Peak
Elevation =
9.65
ft
Peak
Storage =
193727
cu.ft
MASS BALANCE (cu.ft)
--------------------------
+ Initial Vol = 0
+ HYG Vol IN = 369233
- Infiltration = 0
- HYG Vol OUT = 275500
- Retained Vol = 93733
Unrouted Vol = 0 cu.ft
(.000% of Inflow Volume)
■
CEIVED
AUG y J zoos
BY:
SIN: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:04 PM Date: 7/28/2009

WATERWAY CQVE
WVM-08000
B.R. FINCH, PE
7/29/09
NRCD Land Quality Section
Pipe Design
Entering the following values will provide you with
the expected outlet velocity and depth of flow in a
pipe, assuming the Mannings roughness number is
constant over the entire length of the pipe.
flow Q in cfs : 11.67 Flow depth (ft) = 1.09
slope S in % : 0.52% Outlet velocity (fps) = 5.672
pipe diameter D in in.: 30
Manning number n : 0.013
NRCD Land Quality Section
NYDOT Dissipator Design Results
Pipe diameter (ft) 2.50
Outlet velocity (fps) 5.67
Apron length (ft) 15.00
AVG DIAM
STONE
THICKNESS
(inches)
CLASS
(inches)
3
A
9
>>6
B
22<<
13
B or 1
22
23
2
27
CALCULATION:
Minimum TW Conditions (due to an outlet channel): W = Do + 0.4*La
= 2.5' + 0.4* 15'
= 8.5 ft
CONCLUSION:
USE NCDOT CLASS `B' RIP RAP
15'L x 9'W x 22" THK
D50 = 8"

FINAL DESIGN CALCULATIONS
INFILTRATION BASIN #1
'RECEIVED
AUG " 5 2009
BY•
WATERWAY COVE
WVM-08000

RO]ECT N0. wvm-08000
FILENAME: wvMo8000—Ws
SCALE: 1 "=60-
DATE: 07— 20— 2009
WA i R\ • w WAY O� raEcoEngineering
A division of Mw John F. McAdmm Company, hu .
OCEAN ISLE BEACH, NC ENGINEERS • PLANNERS • SURVEYORS -ENVIRDNMENTAL
INFILTRATION BASIN # 1 - SURFACE DA MAP RESEARCH TRIANGLE PARE - CHARLOTTE - WIUUNGMN
800-733.5646 - wwwjohmmced®e.com

WATERWAY COVE
WVM-08000
HYDROLOGIC CALCULATIONS
Post-Developme&-To Infiltration Basin #I - Surface Drainage
I. SCS GCiR� NITIVIBERS ,,t
Assume.
HSG
Impervious
O en —
_ Wooded
A
98
39
130
B
98
61
55
HSG'A' = 100%
HSG'B' = 0%
Cover Condition
SCS CN
Comments
Impervious
98
Open
39
Assume good condition
Wooded
30
Assume good condition
=> To Infiltration Basin #1- Surface Drainage
A. Watershed Breakdown
J. FINCH, PE
r 7/16/2009
Contributing Area
SCS CN
Area [acres]
Comments
On -site open
39
0.20
Assume good condition
On -site impervious
98
0.00
-
On -site wooded
30
0.00
Assume good condition
On -site pond
100
0.16
-
Off -site open
39
0.00
Assume good condition
Off -site impervious
98
0.00
-
Off -site wooded
30
0.00
Assume good condition
Off -site pond
100
0.00
-
Total area =
0.36 acres
0.0006 sq.mi.
Composite SCS CN =
66
% Impervious =
0.0%
B. Time of Concentration Information
Post -development time of concentration to the pond was assumed to be a conservative 5 minutes
Time of Concentration = 5.00 minutes
SCS Lag Time = 3.00 minutes (SCS Lag = 0.6* Tc)
= 0.0500 hours
Time Increment = 0.87 minutes (= 0 29*SCS Lag)
JR-MCE,
AUG " S nog
BY:

m
_..
Add link 10
®
®� ° • Add link 50 m
RECEIVED
Yi:

IN
Type.... Master
Network Summary
Page
2.02
Name.... Watershed
File..'.. X:\Projects\WVM\WVM-08000\Storm\Construction'Drawings\WVM08000.PPW
MASTER
NETWORK
SUMMARY
SCS Unit
Hydrogxaph Method
(*Node=Outfall; +Node=Diversion;)
(•Trun= HYG Truncation: Blank --'None;
L=Left; R=Rt;
LR=Left&Rt) _
Max
Return HYG Vol
Qpeak_
Qpeak
Max WSEL Pond Storage
Node ID
-----------------
Type
----
Event
----------------
cu.ft
Trun min
cfs
ft cu.ft
EX POND-U OUT
POND
1
24619
-- ---------
729.00
--------
6.10
-------- ------------
22.80 2221
EX POND-U OUT
POND
2
35234
729.00
9.06
22.86 2956
EX POND-U OUT
POND
10
72375
728.00
19.43
23.05 5092
EX POND-U OUT
POND
25
100452
728.00
27.04
23.17 6448
EX POND-U OUT
POND
50
125742
728.00
33.73
23.26 7554
EX POND-U OUT
POND
100
154662
727.00
41.28
23.36 8724
*IB #1
JCT
1
1206
727.00
.33
*IB #1
JCT
2
1833
727.00
.52
*IB #1
JCT
10
4157
726.00
1.19
*IB #1
JCT
25
5985
726.00
1.72
*IB #1
JCT
50
7661
726.00
2.19
*IB #1
JCT
100
9602
726.00
2.72
*IB #2
JCT
1
2148
727.00
.58
*IB #2
JCT
2
3299
727.00
.92
*IB #2
JCT
10
7601
726.00
2.18
*IB #2
JCT
25
11007
726.00
3.16
*IB #2
JCT
50
14140
726.00
4.04
*IB #2
JCT
100
17774
726.00
5.04
*LS 1
JCT
1
32714
1425.00
.60
*LS 1
JCT
2
90726
1060.00
1.70
*LS 1
JCT
10
305714
835.00
8.94
*LS 1
JCT
25
361494
742.00
11.63
*LS 1
JCT
50
393965
732.00
13.54
*LS 1
JCT
100
426727
729.00
15.62
*LS 2
JCT
1
24024
1428.00
.54
*LS 2
JCT
2
77990
1026.00
1.82
*LS 2
JCT
10
275500
801.00
11.67
*LS 2
JCT
25
363029
748.00
18.20
*LS 2
JCT
50
414367
738.00
21.95
*LS 2
JCT
100
463844
731.00
26.54
*SITE OUTLET
JCT
1
0
1.00
.00
*SITE OUTLET
JCT
2
0
1.00
.00
*SITE OUTLET
JCT
10
0
1.00
.00
*SITE OUTLET
JCT
25
175870
748.00
88.87
*SITE OUTLET
JCT
50
382140
738.00
177.15
*SITE OUTLET
JCT
100
633605
731.00
298.85
TO IB #1
AREA
1
1206
727.00
.33
TO IB #1
AREA
2
1833
727.00
.52
TO IB #1
AREA
10
4157
726.00
1.19
TO IB #1
AREA
25
5985
726.00
1.72
TO IB #1
AREA
50
7661
726.00
2.19
TO IB #1
AREA
100
9602
726.00
2.72
E71VED
AUG ' v LOUDQ
BY:
SIN: 6217012070C3
PondPack Ver. 8.0056
The John R. McAdams Company
Time: 4:15 PM Date: 7/28/2009

/APPROXIMATE
S&ME, INC. BORING #2
GROUND ELEVATION = 36.20
SHWT = 100"
APPROXIMATE SHWT = 27.90
EXISTING INFILTRATION RATE _ >40 IN/HR
i
FLOOR OF INFILTRATION BASIN TO /
Q+—IV /UL OF OM DCD33 WASHED SAND 4"
AST /
FILLSPECSONOlN THISASIN FLOOR
SHEET)—
'� v /
' � PRECAST RISER OUTLET STRUCT R
SHAPE = SQUARE U � `\ _ PROPOSED
r INTERNAL DIMENSIONS = 4 FT. x 4 FT.
TOP OF RISER = 31.00 CLUBHOUSE/
/ (3) INVERT IN (6"0 ADS N-12) = 23.00 POOL AREA
INVERT OUT (15"0 RCP) = 26.50
\ \ (SEE DETAIL SHEET IB-1B)
\ / OBSERVATION WELL /
\ / / CLEANOUT (SEE DETAIL)
\ 4"0 SCHEDULE
80 PVC (TYP.) -
\ 36 —_--
— — — — — — — — — ——
\ 3'Lx3'Wx9"THICK 35 — — — —
NCDOT CLASS 'A' 4
RIPRAP APRON (SEE 37CEIVED DETAIL SHEET IB-1C
\ 35 3031
Z'D09
----
\40 SCHEDUL 80 PVC ��'�O�q0 �--------------- -----
FOR�� MAIN FRO MIDDLE J ,ti J� OBSERVATION WELL
�\ \ P
�! CLEANOUT (SEE DETAI
POND(SEE SHEE P-14)-33
i
\ \ \ CONC�C' TC JLIi I N SO,f
\ \ /\ 4� NSIDE�I ETER � � —
\ \ _ --- --
\ \ 9 rPEF NCDOT STD. 84 si )— — — e— — " - HITCH
s,� —
\ ... \ \RIM' = 32.�6 e — — _ 0' .4 15 RCP 3 �Y� � Ti�i� �L 1W
\ \ \ — ®7.45�
\ \ \ \ V.INV.iNOU11 = 22.55 \ ' .._ _32 - ° _ _ _ _ - PRIVATE R/Wg SEE SHEET P-�)
\ `till. OU1\ = 22.55 � —
\ \
i \. i
STORM OUTFALL TO LEVEL — — —
SPREADER/VEGETATED FILTER STRIP GRAPHIC SCALE
(SEE SHEETS C-9 AND C-10) TRAnON 13YN # I P 20 0 10. 20

WATERWAY COVE 801a EMi3Adag ]POnci-InflUIEN1
WVM-08000
3 Stage -Storage Function
Contour
Contour Stage Area
(feet) (feet) (SF)
Average
Incremental
Accumulated
Estimated
Contour
Contour
Contour
Stage
Area
Volume
Volume
w/ S-S Fxn
(SF)
(CF)
(CF)
(feet)
30.00
0.00
6,827
1
31.00
1.00
8,365
7596 7596
7596
1.00
32.00
2.00
9,961
9163 9163
16759
2.00
Storage vs. Stage
18000
16000
t1416
y ' 7596x
14000
R 2=1 r
12000
"
LL
m
10000
LG
8000
y
6000
4000
E
2000
0
0.00
0.50 1.00 1.50 2.00 2.50
Stage (fast)
IKs = 7596
b = 1.1416
J. FINC-H, PE
7/ 16/2000
RECFvJ-D
.AUG " IS 7009

WATERWAY COVE Infiltration Basin #g
WVM-08000 -
_> Stage - Storage ]Function
Ks = 7596
b= 1,1116
Zo = 30.00
n1rVUL11111
[feet]
30.00
l aLOY21gr
; [d] [acre-feet]
0 � 0.000
30.20
1210
0.028_
_
30.40
2669
0.061
30.60
4240
I 0.097
30.80
? 5888
0.135
31.00_7596
31.20
9354
0.1_74
0.215
31.40
11153
0.256
31.60
12990
0.298
31.80
14859
0.341
32.00
16759
0.385
J. FINCH, PE
7/16/2009
AUG 1 oj ?009
BY:

WATERWAY COVE WATER QUALITY VOLUME CALCULATIONS
WVM-08000 ' Infill B#1 - Surface Drainage
. _� Cortiributang. �1�"aterslted Inforfnntlon - ,��_ ,� --- .
. mFface Drahtage.to Infditdon Basin #1
Condition --•
__
Ymapea vious Area
r
Existing Onsite
0
0.00
Existing Offsite + _
0
,
-0.00_�
Proposed Onsite
0
0.00 N
Proposed Offsite
0
_
_ 0.00
Totals
0.00
==O�. I3etff9 dnation of Water Quality Volume C1.5'RabFIell Depth)
Current Proposed Conditions =>
WQ v = (P) (R v) (A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
0.36
acres
=
15,682
sf
Impervious area =
0.00
acres
=
0
sf
Percent impervious cover, I =
0.0
%
Rainfall, P =
1.5
inches
Calculated values:
Rv = 0.05
WQv= 0.002 acre-ft
98 cf.
Associated lttfMmfim Bashi #1 Depot
Ks =
7596
b =
1.1416
V =
98
Normal Pool Elevation =
30.00 feet
WQElevation = 30.02 feet —I
J. FINCH, PE
7/16/2009
♦ CED
,AUG 1 'j' 2009
BY:

i
WATERWAY COVE In-ltt'ationB#.1-Min'PumpingRate
WVM-08000 Sizing Calculations
Deterri inatlon of "'rater Quulity •yolurne (WQ t;) Eniering hiftliratink Ba.sir. #I fi-em Pumping
WQ v = (p)(R v)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv= 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
31.37 acres
Impervious area =
15.41 acres
Percent impervious cover, I =
49.1 %
Rainfall, P =
1.5 inches
Calculated values:
Rv = 0.49
WQv= 1.93 acre-ft
= 84080 cf.
-- %.'-�%'+ii [�9tri;.,;y eif li .irYr t=7±ti+ Fditiii±e f'?'=� ; l .Si:t ' �c� 1t7j ilrl•ur3n�r 1i,i.>13.> is ! •.: 7 .ii•0•;�la'� f ° m WQv = (p)(R v)(A)/12
where,
WQv= water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
Impervious area =
Percent impervious cover, I =
Rainfall, P =
Calculated values:
0.36 acres
0.00 acres
0.0 %
1.5 inches
Rv = 0.05
WQv= 0.00 acre-ft
= 98 cf.
h-01tralida ba-h'i sm-l'ike -�i'en
The effective infiltrating area (A) is computed using the following equation:
A = [WQVII[(2) *(K*T)I
where,
A= effective infiltrating area of infiltration basin (SF)
WQV= water quality volume (CF)
K = hydraulic conductivity of infiltration basin soil (in/hr)
T = basin dewatering time (days)
Input data:
WQV= 84178 cf.
J. 'FINCH, PE
8/17/2009
AUGRiMCEIVED
" IS 2009
BY:

d
WATERWAY COVE InfiltrationMI-MinPurnpingRate J. FINCH, PE
WVM-08000' Sizing Calculations 8/17/2009
K = 10.00 in/hr <=Max. per. DWQ design guidelines
T=' 5.00 days
Calculated values:
A= 3?2 SF
Dem-ininution of'iVihtdnf wn .-lver•age Pumping Rate to Intiltriaidan Has•in #1
WQv= 84178 cf
= 629,694 gallons
Pond Dewatering Time (days) = 5.00 days
Avg Pumping Rate to Achieve Pond Dewatering Time = 125939 gpd
5247 gph
87.46 Igpm
REC
F
mg 2009
sir:

WATERWAY COVE Infiltrations#I-MaxPumpingRate
WVM-08000 Sizing Calculations
DeierminatiOn q/W at r Quality Ivoluare (T-VQ 1) Swering. bi, ltration Basin #I frnrr..aunsPite9
WQ v = (P)(R v)(A)/12
where,
WQv= water quality volume (in acre-fl)
Rv= 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
31.37 acres
Impervious area=
15.41 acres
Percent impervious cover, I =
i %
Rainfall, P =
1.5 inches
Calculated values:
Rv = 0.49
WQv= 1.93 acre-ft
= 84080 cf.
�:-7 �?;';df';1r l:?r�{'; );. !;o ��'f�J:7:' iRn'1{'{�' F lifi; iV7i' t�% .-..... � � <••I7i':: Y1.:;� t�fi 'ra f:' !; ;ft% .\!ii'j r'fir.' 1 �,'. ii=<a. ��
WQ v = (P)(R v)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
0.36 acres
Impervious area =
0.00 acres
Percent impervious cover, I =
0.0 %
Rainfall, P =
1.5 inches
Calculated values:
Rv = 0.05
WQv= 0.00 acre-ft
98 cf.
=-z> 1$c�lttia'eir „fefF;t;..r)t; Fbc.:i5=! ��'rt>�ir�. .•c-r;
J. FINCH, PE
8/17/2009
The effective infiltrating area (A) is computed using the following equation:
A = [WQV]/!(2) *(K*T))
where,
A= effective infiltrating area of infiltration basin (SF)
WQV= water quality volume (CF)
K = hydraulic conductivity of infiltration basin soil (in/fir) �! C '�`I VED
T =basin dewatering time (days) l G y
Input data:
WQV= 84178 cf. BY:

WATERWAY COVE IniiltrationB#17MaxPumpingRate
WVM 08000 Sizing Calculations
K 10.00 . in/hr <=Max per DWQ design guidelines
T = 2.00 days
Calculated values:
A= 1164 SF
=> Detepinin¢tim? c.,F.It aximum lverage .Piunping .Rate to fnfltredon Basin #;
WQv= 84178 cf
629,694 gallons
Pond Dewatering Time (days) = 2.00 days
Avg Pumping Rate to Achieve Pond Dewatering Time = 314847 gpd
13119 gph
21 3).64 Igpm
J. FINCH, PE
8/17/2009
FtECEIVED
AUG y .154 2099
BY:

140
120
100
80
LU
W
60
m
20
11
GSP80HV.006.mr.xls Middle Pond 80HV
GOD WIN. SUB -PRIME MODEL GSL80HV
ONE (1) 8-HP SUBMERSIBLE / SYSTEM
MIDDLE POND FORCE MAiN
WATERWAY COVE
WSTEM CONDITIONS
- Static Head: 22-ft (invert to grade)
- Forcemain: 365'of 4" SCH 80 with 45deg Elbow
-]----
---e_'—,System Curve
Target Flow
GSL80HV
(too,-78)
$�
6
i.A
(,4
71
41
t-117—
opf MONA Vot-Ir
,--(Z4, 51)
0 25 50 75 100 125 150 175 200 225 250 275 300
FLOW (GPM)
I
RECEIVED
AUG i IS - p 2009
7/29/2009
BY:

WATERWAY COVE In4iltrationB#1-Actual"
WVM-08000. Sizing Calculations,
Determination of YI%rtter,Qualilp Volume (WQ, Entering Infiltration Basin #I from Pumping
WQ is _ (P)(R v)(A)I1 2
where,
WQv = water quality volume (in acre-ft)
Rv= 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A = 31.37 acres
Impervious area = 15.41 acres
Percent impervious cover, I = %
Rainfall, P = 1.5 inches
Calculated values:
Rv = 0.49
WQv = 1.93 acre-ft
= 84080 cf.
•� /J,^'P'Nl•i:Jitl<.t.YflJ; i11 :i$�:7+L'f• iitaalf(, Y.'Nltl?ptF: {I-"`Q � J enre-ow littit: ni4i'l! &'4'3'::#a✓ ,-'Pain �'!!J'fil:."3 4rrllrf!1g:.
WQ v = (P)(R v)(4)112
where,
WQv = water quality volume (in acre-ft)
Rv= 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
0.36
acres
Impervious area =
0.00
acres
Percent impervious cover, I =
0.0
%
Rainfall, P =
1.5
inches
Calculated values:
Rv =
WQV= j.U, acre-ft
_ °` cf.
_-^ pF;�• tr,+P•r7yj .�ii�iit:'J/31U.+t i7ai i! .' iajiia:r : areo
The effective infiltrating area (A) is computed using the following equation:
A = CWQVI IC(2) *(K*T)]
where,
A= effective infiltrating area of infiltration basin (SF)
WQV= water quality volume (CF)
K = hydraulic conductivity of infiltration basin soil (in/hr)
T = basin dewatering time (days)
Input data:
WQV= 84178 cf.
J. FINCH, PE
8/ 17/2009 -

WATERWAYCOVE Infltrrati®nMI-actual J. FINCH, PE
WVM-08000 Sizing �alcaalatiQn§ 8/17/2009
K = 10.00 in/hr —Max. & D. {'Q, desigsi guidelbies .
T= 1.78 days
Calculated values:
A= 13jR SF
f.? ;�,i-"f.."... _:JJ? . A'L S%?ii.'i fig'.Rafe n=.? fi
WQv = 34173 cf.
= 629,694 gallons
Pond Dewatering Time (days) = 1.78 days
Avg Pumping Rate to Achieve Pond Dewatering Time = 352800 gpd
14700 gph
:5.u7 gpm
CE
AUG " n RV09
BY:

WATERWAY COVE InllltrationBasin#1
WVM-08000 Rating Curve. Calculations
=> MaY.Peak Flowrate to Infiltration Basin t#1 from .Pumping
W Qv = cf.
= 629,694. gallons
Pond Dewatering Time (days) = 1.78 days
Avg Pumping Rate to Achieve Pond Dewatering Time = ' is-:)!' gpd
= 1s700 gph
245.00 gpm
0.55 cfs
;Sfrf Pert.: Floivrnte to ftrliltradon Bosin W from Surj ice Drainage
100-Year Peak Flowrate to IB #1 From Surface Drainage =®cfs
""Yozerfiec to In i r.ulini[ Basin #1
Total 100-Year Peak Flowrate =
—� "nfli� —e iarr Aq%iit #i Oz?r ,,r Si; ru•t+ro c r"trrti:r;? ' irt',.�,
Elevation
(ft
Flow
(cfs)
30.00
0.00
30.50
0.00
31.00
0.00
31.50
12.62
32.00
13.35
t
efs
J. FINCH, PE.
8/17/2009
CEIIVED
AUG 1 55 ZO09
BY:

- I 17 ( I
7s
1L4f\
� /
9.75
I o / / / 15" ENDWALL PER
1 4-- — — — — -�1 — — I 15 / NCDOT STD. 838.80
(SEE DETAIL SHEET IB-lp
13— / / INV. OUT = 9.50
14 / f
91' SOLID MASONAR'Y
_ _ — , 7 — _ J J J = J J `J `° 1 / BLOCK LEVEL SPREADER
—i = (SEE DETAIL SHEET IB-IC)
W W W W W W y y y ..� y m •- / // LIP OF LEVEL/ SPREADER TO BE,
SET AT ELt/9.50 i
/ / W W W W W W J W W y -• W .{ W y J W W W � W J J y W� y � / /
/ _/ W fYl� y �� ♦- JI •= -W- W W \ rY'\W W W L �1� W �I / `
-
/ W W W W W y y W -7
►J
-FOOT WIDE LAYW/OF -
�7' STONE (4-INCHE5'6EEP)
UNDERLAIN WITH FILTF�K FABRIC I /
(SEE DETAIL SIIEzET IB-1C) 111
/
50-FOOT VEGETATED— I
FILTER STRIP (GRASSED)
(SE .E DETAIL SHEET -IB-1C).
GRADED AS LEVEL AS I
POSSIBLE /
=11 Y 11 1
/6 W �• W JC -� W J y
W W W W W W W W W
6-POUT WIDE 1-FOOT DEEP
TRIANGULAR CHANNEL®
/I
0.00% -
�— Vi/I StOP�E LTNED TH LAN_DLOK
y ��
7
I
W W W y W W
— —
W W �.M- W_ y y
��
_ \ TURF REINFORCEMENT MATTING
W JW
\450 (SEE DETAIL SHEET IB-1C)
Iff--
J
i y W l J W W I 75-FT AEC
LINE
y
LIMITS OF EXISTING I \
404 WETLAND (TYP.
I/ EXISTING WETLA �S/ I PROPERTY LINE
NORMAL HIGH LIMITS OF I \ AUG ' s 2v09
WATER LINE
COASTAL I — 30-FT AEC \ WETLANDS BUFFER .
LEVEE. SPREADER & VEGETATED FILTER PLAN VIEW
1-. _ 20•
GRAPHIC SCALE
20 4 30 20
1 inch = 20 ft.

WATERWAY covE LEVEL SPREADER OUTLET J. FINCH, PE
VwM-08000 4 ' ` VELOCITY CALCULATIONS a > 7/28/2009
IB#-1-DSOUTLET
10-Year Storm Peak iFlowrate = . 8.94 cfs ;
Determine depth of the flow over level spreader weir:
Q = CWLH3/2
H = (Q/CWL)2j3
Cw = 3.0
L= 91 ft
Q = 8.94 cfs
H = 0.102 ft
HAT wEI = 2/3 H = 0.068 ft
Determine velocity offlow over level spreader weir:
Q = VA
V = Q/A
= Q/(L*HAT WEIR)
Q = 8.94 cfs
L= 91 ft
HAT WEIR = 0.068 ft
V = 1.44 ft/see
Therefore, the approximate velocity over the level spreader weir is 1.44 ftlsec.
EIVED
AUG I ir 2UU9
BY:

PROJECT: Waterway Cove
PROJECT #:. WVM-08000
DES.IGNTER: J. Finch, PE
GATE: 7/28/2009
5hannel ID: Infiltration Basin # 1 - Level Spreader Outlet
1. C1,ANNEL CAa_.i'LA,iTIONS
Proposed Level Spreader Outlet Section
Design Flow, Q10 =
8.94 cfs
Section =
Trapezoidal (i.e. Vegetated Filter Strip)
Bottom Width =
91 ft 1* j,£{ L 4Arf tf
Sideslopes =
3:1 H:V
Longitudinal Slope =
8.00% F&TU s• p
Lining =
Tall Fescue
Permissible Velocity, Vp =
4.5-5.5 ft/sec (See N.C. Erosion Control Manual - Table 8.05a)
Depth =
1 ft +/-
_> Calculations (using Flowmaster
Version 6.0)
10-Year Storm
Assumed "n"
Depth Area Wetted Perimeter Hydraulic Radius Velocity V*R Actual "n" Comments
0.20
0.16 14.5 91.32 0.16 0.62 R 0.10 0.20 n = 0.20
REPirF of Fi4xv
Vila ITT OF F&oq,.,
[,v Faw *me
Iry Faret IMP
- E�TED
AUG I n 2fl09
E Y:
S

Worksheet
Worksheet for Rectangular Channel
I Project Description .
Worksheet Infiltration Basin #1 - Level Spreader Outlet R
Flow Element Rectangular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient
0.200
Slope
8.0000 %
Bottom Width
91.00 ft
Discharge
8.94 cfs
Results
Depth
0.16 ft
Flow Area
14.5 ft2
Wetted Perimeter
91.32 ft
Top Width
91.00 ft
Critical Depth
0.07 ft
Critical Slope
143.8338 %
Velocity
0.62 ft/s
Velocity Head
0.01 ft
Specific Energy
0.17 ft
Froude Number
0.27
Flow Type
Subcritical
7EIVED
BY:
Project Engineer: JRM Employee
x:1... kdesign fileslwvm08000.fm2 The John R. McAdams Company, Inc. FlowMaster v6.0 [614b]
07/28/09 04:21:50 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
'M

Appe3adicQ3
P •4W
Z
c
.b
.08
.06
.04
.02
Step 10.. For grass -lined channels once the appropriate channel dimensions
have been selected for low retardance conditions, repeat steps 6 through 8 using
a higher retardance class, corresponding to tall grass. Adjust capacity of the
channel by varying depth where site conditions permit.
NOTE l: If design velocity is greater than 2.0 fUsec., a temporary lining
may be required to stabilize the channel until vegetation is established.
The temporary liner may be designed for peak flow from the 2-yr storm.
If a channel requires temporary lining, the designer should analyze shear
stresses in the channel. to select the liner that provides protection and
promotes establishment of vegetation. For the design of temporary liners,
use tractive force procedure.
NOTE 2: Design Tables —Vegetated Channels and Diversions at the end
of this section may be used to design grass -lined channels with parabolic
cross -sections.
Step 11. Check outlet for carrying capacity and stability. If discharge velocities
exceed allowable velocities for the receiving stream, an outlet protection struc-
ture will be required (Table 8.05d, pg. 8.05.9).
Sample Problem 8.05a illustrates the design of a grass -lined channel.
to Less than 2"
��
���
\ice
..
�!•
�NOME��
���aiaaai������aa�a�a
i�•�a�a
+ 2 4 6 8 10 24
•, Product of - • and Hydraulic Radius
vieva 10
Figure 8 a5c Manning's n reiatpd to velocity, hydraulic radius, and vegetal retardanca.
Note: From Sample Protdern 8.05a multiply vp x Hydralulic Radius (4.5x0.54=2.43), then enter the product of VR and extend a
straight 6ne up to Retardance class "D", next project a straight line ID s n.
CEIVE
Rev. 12,93 A U G a J N O9
-----... BY..

FINAL DESIGN CALCULATIONS
INFILTRATION BASIN #2
,AUG 15 1009
BY•
WATERWAY COVE
WVM-08000

TO INFILTRATION BASIN #2
( SURFACE DRAINAGE ONLY)
AREA = 0.68 ac.
�—
\
\�1 IIII 1 11
11 M . . .{ %
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
0
\ 1
\ 1,
1
195
\
194
\\ 1
1
\\
I
1
193
"�-T
1
/
/
J
192
/
'�\i 103 2009, 1
5X
\ I
I
I
I
I
I
I
I
I
I
I �
I
I
I
I
I
I
:UJGUT AO. O8000
�T�WgILFNILdR,
EcoEngeneerinr]
g
,WVM—
WVMUSoOD T
•A.
.,i
A dWdm ofThc John R. bkAda= Company, Inc.
SCALE: 1..=60'
ry /� *T a 7�T
OCEAN ISLE BEACH, 1l� C
ENGINEERS• PLANNERS • SURVEYORS • ENVIRONMENTAL
DATE:
INFILTRATION BASIN #2 -SURFACE DA MAP
RESEARCH TRIANGLE PARK • CHARLOTTE • WILWNGMN
07-20-2009
e00--733464e.wwwjoeunuca& �

WATERWAY COVE HYDROLOGIC CALCULATIONS J. FINCH, PE
WVM-08000 Post-Developn?ent-To Infiltration Basin #2-Surface Drainage .7/16/2009
L SfS dijivi MmbMk§
HSG
Impervious'
- Open
— wooded
A
98
39
30
B
98
61
55
Assume. HSG'A' = 100%
HSG'B' = 0%
Cover Condition
SCS CN
Comments
Impervious
98
Open
39
Assume good condition
Wooded
30
Assume good condition
11::pOST~DF'�I`';I.,O�IVIiI�,N;I'::• •;
=> To Infiltration Basin #2 - Surface Drainage
A. watershed Breakdown
Total Number of Residential Lots =
4.0
lots
Assumed Impervious Area Per Residential Lot =
2,800
square feet
Total Impervious Area from Residential Lots =
11,200
square feet
=
0.26
acres
Total Proposed Onsite Sidewalk Impervious Area =
1,665
square feet
=
0.04
acres
Contributing Area
SCS CN
Area [acres]
Comments
On -site open
39
0.38
Assume good condition
On -site impervious
98
0.30
-
On -site wooded
30
0.00
Assume good condition
On -site pond
100
0.00
-
Off -site open
39
0.00
Assume good condition
Off -site impervious
98
0.00
-
Off -site wooded
30
0.00
Assume good condition
Off -site pond
100
0.00
-
Total area = 0.68 acres
0.0011 sq.mi. r ✓i D
Composite SCS CN = 65 7BY:.-
G
? S 2009
Impervious = 43.7%
B. Time of Concentration Information
Post -development time of concentration to the pond was assumed to be a conservative 5 minutes
Time of Concentration = 5.00
minutes
SCS Lag Time = 3.00
minutes (SCS Lag = 0.6* Tc)
= 0.0500
hours
Time Increment = 0.87
minutes = 0.29*SCS L

m Add link 10
0
Add link 50 m

Type.... Master
Network Summary
Page
2.02
Name.... Watershed
File.... X:\Projects\WVM\WVM-08000\Storm\Construction
Drawings\WVM08000.PPW
MASTER
NETWORK
SUMMARY
-SCS Unit-Hydrograph
Method
(*•Node=Outfall;
+Node=Diver,qion;)'
( (Trun= TIYG
Tiu4ication: Blank=None;
L=Left; R=Rt; LR=Left&Rt)
x
Max_
Return HYG
Vol
Qpeak
Qpeak
Max WSEL
Pond Storage
Node ID
Type
Event
cu.ft
Trun min
cfs
ft
cu.ft
-----------------
EX POND-U OUT
----
POND
----------------
1
24619
-- ---------
729.00
--------
6.10
--------
22.80
------------
2221
EX POND-U OUT
POND
2
35234
729.00
9.06
22.86
2956
EX POND-U OUT
POND
10
72375
728.00
19.43
23.05
5092
EX POND-U OUT
POND
25
100452
728.00
27.04
23.17
6448
EX POND-U OUT
POND
50
125742
728.00
33.73
23.26
7554
EX POND-U OUT
POND
100
154662
727.00
41.28
23.36
8724
*IB #1
JCT
1
1206
727.00
.33
*IB #1
JCT
2
1833
727.00
.52
*IB #1
JCT
10
4157
726.00
1.19
*IB #1
JCT
25
5985
726.00
1.72
*IB #1
JCT
50
7661
726.00
2.19
*IB #1
JCT
100
9602
726.00
2.72
*IB #2
2148
727.00
.58
*IB #2
3299
727.00
.92*IB
#2
*IB #2
LJCTIO
7601
11007
726.00
726.00
2.18
3.16
*IB #2
14140
726.00
4.04
*IB #2
17774
726.00
5.04
*LS 1
JCT
1
32714
1425.00
.60
*LS 1
JCT
2
90726
1060.00
1.70
*LS 1
JCT
10
305714
835.00
8.94
*LS 1
JCT
25
361494
742.00
11.63
*LS 1
JCT
50
393965
732.00
13.54
*LS 1
JCT
100
426727
729.00
15.62
*LS 2
JCT
1
24024
1428.00
.54
*LS 2
JCT
2
77990
1026.00
1.82
*LS 2
JCT
10
275500
801.00
11.67
*LS 2
JCT
25
363029
748.00
18.20
*LS 2
JCT
50
414367
738.00
21.95
*LS 2
JCT
100
463844
731.00
26.54
*SITE OUTLET
JCT
1
0
1.00
.00
*SITE OUTLET
JCT
2
0
1.00
.00
*SITE OUTLET
JCT
10
0
1.00
.00
*SITE OUTLET
JCT
25
175870
748.00
88.87
*SITE OUTLET
JCT
50
382140
738.00
177.15
*SITE OUTLET
JCT
100
633605
731.00
298.85
TO IB #1
AREA
1
1206
727.00
.33
TO IB #1
AREA
2
1833
727.00,
.52
TO IB #1
AREA
10
4157
726.00
1.19
TO IB #1
AREA
25
5985
726.00
1.72
TO IB #1
AREA
50
7661
726.00
2.19
TO IB #1
AREA
100
9602
726.00
2.72
AUG 1 n09
BY:
3
S/N: 6217012070C3 The John R. McAdams Company
PondPack Ver. 8.0058 Time: 4:15 PM Date: 7/28/2009

e / ou
S&ME, INC. BORING #4
J APPROXIMATE GROUND ELEVATION
= 10.6( {
- SHWT = 50"
1
APPROXIMATE SHWT =
.43 1
EXISTING INFI TRATION\ ATE = 18.61 IN/HR\�0 1 I
19 5
�8 LF 15"0 0-RING RCP
0\4.45% (JOINTS TO BE
WRAPPED IN GEOTEXTILE 1 \
\ FABRIC) {
. .-- 1
P
I R U T STRUCTURE
_ - -
SHAPE = SQUARE {
INTERNAL
DIMENSIONS = 4\FT. x 4 FT. {
-
N
- 1 9
TOP OF RISER = 11.00
RT OUT (15"0 RCP) = 8.00 1 I
(SEE DETAIL SHEET\18-2B) 1 I
`
4"0 SCHEDULE 80 PVC\ 1 I
(TYP.)I
3'Lx3'Wx9"T IC. 11
{ 193 RIPRAP APRON SEE 1 /
{ / DETAIL SHEET IB-/2C - 1
{ / / TYP.) 1
{ / OBSERVAi,ON WELL /
{ / CLEANOU T SEE DETAIL) /
1 /
J / Fl OOR /OF INFILTRATION BAS N TO
B PROVIDED WITH A MINI UM 4"
/ OF/ ASTM-C-33 WASHE SAND
/ S�E INFILTRATION BASIM FLOOR
FILL SPECS ON THI$ SHEE
{ 1 �
1 I
{ i
f {
1 10
f� t 3
�1
I l Au
IDE (I -FOOT TRIANGULAR CHANNEL)\
®0 0'% 0� -
SLOPE LINED WITH LANDLOK I
TURF RErNFORCEMENT ;.4ATTING
G
13
BS
LIF
BE
6 ` W
Y Y W V •
y W y y Y Y Y � \ ••\.
W W Y Y W
\ W Y Y � a W W a W W \ \ \ •.
\ y W Y Y� Y W Y W •( W \ \ I'
1 y W \W Y W Y W W W y W Y W W W W y y yI I II
1W
� e�
y•
W Y Y W Y W W V W
1 W I a 1IF W W a W a Y a V W� •` W y a
y W I W W Ir W Y W W W W y y W II W Y W �E
1 �' yI0 W 1 W W Y W W W Y Y W�♦ W W y W y W f
W ♦` Y W Y W W 1 W y W W
y W 1�\ W W Y W W W a W WIyI71 y W y y y.
Y W\ y a y
1 Y Y\ W Y1 W Y Y 1 1 Y y y W W y W
1 W Y W y Y\ W W� y W Y y■1 1 y y y y
W W yl
W W Y W y y _yam �y
W y W WI W W y Wl � W y Y W IY y iI
Y W W Y W W I y W W W W
W W W Y W W y I.YI W W .YI W W .Y I
icb W Ln
000, +6.50 I
I\
I . \.
i / I
50-FOOT VEGETATED''
I FILTER STRIP(GRASSED) I
` (SEE DETAIL SHEET 1872C)_
G ! 2009

WATERWAY COVE
SSFxn Existing Pond.-IMLl OP2
WVM-08000
Stege-Storage
Function
Average
Incremental Accumulated
Estimated
Contour
Contour
Contour
Contour
Stage
Contour
Stage
Area
Area
Volume
Volume
w/ S-S Fxn
(feet)
(feet)
(SF)
(SF)
(CF)
(feet)
10.00 0.00
2,225
-(CF)
_.._
u 11.00R
1.00 r
3,059 ''
2642 2642"�
f 1.01
12.00
2.00
3,964
3512
3512 I
_2642
6154
( 1.97
13.00
3.00
1 4,928
4446
4446
10600
_
3.03
St;OM96 vs. Stage
12000
10000
1 25s7
y = 2622.3x
a 8000 R2 = 0.9994
CD 6000
Le
0
03 4000
2000 i,
0
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50
Stage (feet)
Ks = 2622.3
b = 1.2597
J. FINCH, PE
7/ 16/2009
AUG 1 ej' 2U09
BY.

WATERWAY. COVE Infiltration Basin #2 J. FINCH ..PE
WVM-08000 F 7/16/2009
_> Stage - Storage Function
Ks = 2622.3
b = 1.2597
Zo = 10.00
Elevation
FY [feet]
Storage
[cf] [acre-feet]
10.00
0
0.000
10.20
345
0.008
10.40
827
0.019
10.60
1378
0.032
10.80
1980
0.045
11.00
2622
0.060
11.20
3299
0.076
11.40
4006
0.092
11.60
4740
0.109
11.80
5499
0.126
12.00
6279
0.144
REC-
D
,BUG i vj 2009
BY:

WATERWAY COVE WATER QUALITY VOLUME CALCULATI I NS J. FINCH, PE
WV1Vi-08000 Infdt B#2 - Surface Drainage' 7/16/2009
> Contribicting Watersked Information -
Surface brainage to pnfiltration Basin #2
Condition Impervious Area
[sf]
[acres]
Existing Onsite 0 '
0.00
Existing Offsite 0
0.00
_ _
Proposed Onsite�12,865�
�0.30
Proposed Offsite , 0
0.00
`m s�Totals -- =_—I2,865_ --T_0.30_
;deter inadon of Water Quality. Volutrre (L 5" Rainfall Depth)
Current Proposed Conditions =>
WQ v = (P)(R v)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
0.68
acres
=
29,418
sf
Impervious area =
0.30
acres
=
12,865
sf
Percent impervious cover, I =
43.7
%
Rainfall, P =
1.5
inches
Calculated values:
Rv = 0.44
WQv= 0.04 acre-ft
1,631 cf.
_>Associated In, fdkation Basin 42 Deptii
ICs = 2622.3 7AU
b = 1.2597 SZU09
V = 1631
Normal Pool Elevation = 10.00 feet
WQ Elevation = 10.69 feet

WATERWAY COVE InfiltrationM-MinPurnpingRate J. FINCH, PE
WVM-08000 Sizing Calculations 8/17/2009
Determination of Water Qualdh. Volume a OYQ, f Entering Infdtrc.hbn Basin #2 fi`om Ply
ndping
f WQ v =.(P)(R v)(A)/12
where,
WQv= water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
29.15 acres
Impervious area =
14.04 acres
Percent impervious cover, I =
48.2 %
Rainfall, P =
1.5 inches
Calculated values:
Rv = 0.48
WQv= 1.76 acre-ft
76748 cf.
.!•7f �:. .!j,!tl!.!!Ilt .t 1t'i1r�:, r3!Rtt1 1d: �: iY: �+' j f 'p3 Kn•irr ,%:y`F ,.� .Y1 f!`:
1:;u.. d lr!.....Drr�itaiZ«.
WQ v = (P)(R v)(A)/12
where,
WQv= water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
0.68 acres
Impervious area =
0.30 acres
Percent impervious cover, I =
43.7 %
Rainfall, P =
1.5 inches
Calculated values:
Rv = 0.44
WQv= 0.04 acre-ft
= 1631 cf.
x%macEl,
AUG 1 J 2009

WATERWAY COVE InfiltrationB#2-MinPumpingRate
WVM-08000 Sizing Calculations
> Required Inflitratinn Basin Surface Area
The effective infiltrating area (A) is computed using the. following equation:
A [WQVJ;T(2) *(K*T)J
where,
A= effective infiltrating area of infiltration basin (SF)
WQV= water quality volume (CF)
K = hydraulic conductivity of infiltration basin soil (in/hr)
T = basin dewatering time (days)
Input data:
WQV= 78379 cf.
K = 9.31 in/hr <==112 of the field measured infiltration rate
T= 5.00 days
Calculated values:
A= 842 SF
f�f,'t24"Jttliti7llftN ip't 3)•iubimar #i'tc'rfe gE pitftlphi5+ Dare ro hi.fi tvalialt .oui61+'1'7
WQV= 78379 cf.
586,314 gallons
Pond Dewatering Time (days) = 5.00 days
Avg Pumping Rate to Achieve Pond Dewatering Time = 117263 gpd
4886 gph
81.43 gpm
J: FINCH; PE
8/17J2009
AUR "1 01 M09
BY:

WATERWAY COVE Infa1trationlB#2-Ma0urnpingRAte
WVM-08000 Sizing Calculations.
lbet-':-'rw dvl' o .•atop -'.t.nte;%w Ilf �iY!itIOR.BAStR iJr7_' pWft3y��Dt
WQ v = (P%R v)(4)/12
where,
WQv = water quality volume (in acre-ft)
Rv= 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
29.15
acres
Impervious area =
14.04
acres
Percent impervious cover, I =
48.,
%
Rainfall, P =
1.5
inches
Calculated values:
Rv = 0.48
WQv = 1.76 acre-ft
= 76748 cf.
r; r°. r. ,�r?+• s •',• , ....,.. �t''. r•riru 5's[t;ri�.: *?i�r' -- eleiv ._Zil.rl.',i of i. _ t r;�;},;>r• f�;...rih� �} :�r'.:. .,r.�,nt. ._"J, --
WQ v = (P)(R v)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv= 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
0.68
acres
Impervious area =
0.30
acres
Percent impervious cover, I =
43.7
%
Rainfall, P =
1.5
inches
Calculated values:
Rv= 0 -'
WQv= 0.04 acre-ft
= 1631 cf.
J. FINCH, PE
8/ 17/2009
•^U7mg--�
BY:

WATERWAY COVE InfiltrationB#2-MaxPumpingRate
WVM-08000 Sizing Calculations
_--> Required Infiltration Basin $• Tface' Area
I The effective infiltrating area (A) is computed using the following equation:
A = [WQV]1[(2^K*T)]
where,
A= effective infiltrating area of infiltration basin (SF)
WQV= water quality volume (CF)
K = hydraulic conductivity of infiltration basin soil (in/hr)
T = basin dewatering time (days)
Input data:
WQV= 78379 cf.
K = 9.31 in/hr <==112 of the field measured infiltration rate
T= 2.00 days
Calculated values:
A= SF
_�-Ui?f'J':lt;llatf��17 :i',,l:ij{t.itlttlP>1{ .jicrrr;� !'u,arl�ir>a te'rfr+ln larittt�trini: far+:;ir: #?
WQv= 78379 cf.
= 586,314 gallons
Pond Dewatering Time (days) = 2.00 days
Avg Pumping Rate to Achieve Pond Dewatering Time = 293157 gpd
t = 12215 gph
203.58 Igpm.
J. FINCH, PE
8/17/2009
AU9 ! jO�fl0
BY:

70 -
a�
W 50
U.
v
® 40
30
20
10.
1
1
GODWIN SUB -PRIME MODEEL. GSLSO��V
ONE (1) 6-HP SUBMERSIBLL , SYSTEM
LOUVER POND FORCE MAIN
WATERWAY COVE
SYSTEM CONDITIONS
- Static Head: 10-ft (invert to grade)
- Forcemain: 150' of 4" SCHD80 with 45deg Elbow
�6Q) 415,
.
--I
I
—f-GSL60HV
—&--System Curve
Target Flow
1 :4
(roo,4r4�.
f
sus3
650,
.sue °PEQslT°ni� �.4-;.u-r
25 50 75 100 125 150 175 200 225 250
FLOW (GPM)
RECEIVED
GSP80HV.006.mr.xls Lower Pond 60HV AUG -I S Z009 7/29/2009
BY:-

WATERWAY COVE InfiltrationMI-Actual J. FINCH, PE
WVM-08000 Sizing Calculations 8/17/2009
_> Determination o � IfWter Quality Volume W .. l Q ._ . ty ( Q r) Entering Infiltration Bashi #2 from Putrtping
WQ v = (P)(R v)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv= 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A = 29.15 acres
Impervious area = 14.04 acres
Percent impervious cover, I = 48.2 %
Rainfall, P = I.5 inches
Calculated values:
Rv = 0.48
WQv= 1.76 acre-ft
76748 cf.
_:, ?r.•.►, prrr.''ttatlnr. n ;I'vrnr• 07'rWily 1417y,ir' "!•i•'f Ewrrhi;- Mlihp-mliori 15rty}r; Sr!; f`, r;jlcrcl t
WQ v = (P)(R v)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(I) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input data:
Total area, A =
0.68 acres
Impervious area =
0.30 acres
Percent impervious cover, I =
43.7 %
Rainfall, P =
1.5 inches
Calculated values:
Rv = 0.44
WQv= 0.04 acre-ft
1631 cf.
RJEC
BY:

WATERWAY COVE LnfiltratimnIM-Aetual
WVM-08000 Sizing Calculations
92ga4rer' „flue .'ate Basin Sd, yr.
The effective infiltrating area (A) is computed using the following equation.
A = [WQF.l1f(2)*(K*T)1
where,
A= effective infiltrating area of infiltration basin (SF)
WQV= water quality volume (CF)
K = hydraulic conductivity of infiltration basin soil (in/hr)
T = basin dewatering time (days)
Input data:
Calculated values:
J. FINCH, PE
8/ 17./2009
WQV= 78379 cf.
K = 9.52 in/hr <= Approx 112 of the field neeasured infiltration rate
T= 1.35 days
A= 2225 SF
�r ?erernri;3ailurt '!Fr'%lr'.tli� lfi_'.�,Ic:rr•e?�;e.;'t:;:r1�;; ; �i'arC.?,•:�;;t4Wr'v'0:,d ;'
WQv= 78379 cf.
586,314 gallons
Pond Dewatering Time (days) = 1.85 days
Avg Pumping Rate to Achieve Pond Dewatering Time = 316799 gpd
= 13200 gph
= 220.00 lgpm
BY:

WATERWAY COVE InfiltrafionBasin#2
WVM-080.00 Rating Curve Calculations
>Myx Peak Flowrate to Infiltration Basin #2 from Pumping
WQv= 7,3379 cf
= 586,316 gallons
Pond Dewatering Time (days) = 1.85 days
Avg Pumping Rate to Achieve Pond Dewatering Time = 3100 .t- gpd
= 13200 gph
220.00 gpm
0.49 cfs
—>Afirx Perk Flowrate to 1nfiltratioat Basin #2 jrnate :Srirruc a .'DMivaige
100-Year Peak Flowrate to IB #2 From Surface Drainage = 5.04 cfs
— — Toied tiax Ptw* ; lawrs!te w lisftltration E mdn #v
Total 100-Year Peak Flowrate = cfs
�sp.\71i1.1';;l4y.stYrrcr;r;- e .;uiitg r1. }�e• �?_ y:.,.4,y+?,"ti
Elevation
(ft)
Flow
(cfs)
10.00
0.00
10.50
0.00
11.00
0.00
11.50
10.10
12.00
10.99
12.50
11.82
13.00
12.60
AUGREOC
2009
BY:
J. FINCH, PE
8/ 17/2009

WATERWAY COVE LEVEL SPREADER OUTLET
WVM-0800a .. VELOCITY 0-ALCULLTIONS
IM-LSOUTLET
i . 10-Year Storm.. Peak Flowrate = 11.67 cfs r ;
Determine depth of the flow over level spreader ave�ir • .
Q = CWLWI2
H = (Q/CwL)2"
J. FINCH, PE
7/28/2009
4#
CW =
3.0
L =
130 ft
Q =
11.67 cfs
H =
0.096 ft
HAT wEIR =
2/3 H = 0.064 ft
Determine velocity of flow over level spreader weir:
Q =
VA
V =
Q/A
=
Q/(L*HAT WEIR)
Q =
11.67 cfs
L =
130 ft
HAT wEIR =
0.064 ft
V =
1.40 ft/see
Therefore, the approximate velocity over the level spreader weir is 1.40 ft/sec.
.B U G n Z009
BY:
7

-PROJECT: Waterway Cove
PROJECT#: WVM-08000-.
•DESIGPIER: J. Finch, ICE• •
16 4
DATE: 7/28/2009
r Channel 1D: Infiltration Basin #2 - Level Spreader Outlet
a
1. Cffia,NNEL C,,LCULATIGNS
_> Proposed Level Spreader Outlet Section
Design Flow, Q10 = 11.67 cfs
Section = Trapezoidal (i.e. Vegetated Filter Strip)
Bottom Width = 130 ft Cc
Sideslopes = 3:1 H:V
Longitudinal Slope = 2.63% Raft � � Ao f f
Lining = Tall Fescue
Permissible Velocity, Vp = 4.5-5.5 ft/sec (See N.C. Erosion Control Manual - Table 8.05a)
Depth = I ft +/-
=> Calculations (using Flowmaster Version 6 0)
10-Year Storm
Assumed "n" Depth Area
Wetted Perimeter Hydraulic Radius Velocity V"R Actual "n" Comments
[ft] [ ]
[ft] Ift] [ft/sec] _
0.20 0.21 27.4
130.42 0.21 0.43 0.09 0.20 n = 0.20
owff OF FLOW
VIM OF Fitt
(Iv FI ov- Ake
IN F(L7LZ alp
IJREC.
,AUG 2009
:

Worksheet
.Worksheet for Kectangulhr Channel
Project Description t
F
Worksheet Infiltration Basin #2 - Level Spreader Outlet
Flow Element Rectangular Channel
i Method Manning's Formula IN
Solve For Channel Depth
Input Data
Mannings Coefficient
0.200
Slope
2.6300 %
Bottom Width
130.00 ft
Discharge
11.67 cis
Results
Depth
0.21 ft
Flow Area
27.4 ft2
Wetted Perimeter
130.42 ft
Top Width
130.00 ft
Critical Depth
0.06 ft
Critical Slope
146.6476 %
Velocity
0.43 ft/s
Velocity Head
2.82e-3 ft
Specific Energy
0.21 ft
Froude Number
0.16
Flow Type
Subcritical
Project Engineer. JRM Employee
x:\...\design files\wvm08000.fm2 The John R. McAdams Company, Inc. FlowMasterv6.0 [614b]
07/28/09 04:29:19 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

Appendices
.5
i.
.4
.3
Y) =0,20 — .2
c
U)
.E
.08
.06
.04
02
Step 10. For grass -lined channels once the appropriate channel dimensions
have been selected for low retardance conditions, repeat steps 6 through 8 using
a higher relardance class, corresponding to tall grass. Adjust capacity of the
channel by varying depth where site conditions permit.
NOTE 1: If design velocity is greater than 2.0 ft/sec., a temporary lining
may be required to stabilize the channel until vegetation is established.
The temporary liner may be designed for peak flow from the 2-yr storm.
If a channel requires temporary lining, the designer should analyze shear
stresses in the channel to select the liner that provides protection and
promotes establishment of vegetation. For the design of temporary liners,
use tractive force procedure.
NOTE 2: Design Tables —Vegetated Channels and Diversions at the end
of this section may be used to design grass -lined channels with parabolic
cross -sections.
Step 11. Check outlet for carrying capacity and stability. If discharge velocities
exceed allowable velocities for the receiving stream, an outlet protection struc-
ture will be required (Table 8.05d, pg. 8.05.9).
Sample Problem 8.05a illustrates the design of a grass -lined channel.
-■-■..,;;
■-■M-E.,N,-E
11,11k:_
NONE
Longer than W
Less than 2"
��■■`1■��■fit■■���■
NONNI
IONEME\
!41MM
—
00"'M
.I .2 -4 .6 .8 1.0 2 4 6 8 10 20
VR, Product of Velocity and Hydraulic R EIMM11
AUG 7 � Z009
ve �fa.IG�
Figure 8.05c Manning's n related to velocity, hydraulic radius, and vegetal retardanoe. •
[dote: From Sample Problem 8.05a multiply Vp x Hydralulic Radius .(4.5xO.54=2.43}, then enter the product of VR and exte
straight line up to Retardance class "D", next project a straight tine to the left to determine a trial manning's n.
Rm 12N3
8.05.7

El THE JOHN R. McADAMS COMPANY, INC.
MEMORANDUM E'i J8 2009
Date: August 17, 2009 - --
To: Mr. Chris Baker
North Carolina Department of Environment and Natural Resources
From: Brandon R. Finch, PE'Xf
The John R. McAdams Company — Senior Project Manager
Re: Waterway Cove
Stormwater Project No. SW8 070544MOD
Response to Comments
WVM-08000
The following are our responses to the comments for the case referenced above.
NCDENR comments are in italics. JRM responses are shown in bold print.
1. This project is being modified under the 1995 stormwater rules. The 95
rules do not allow discharging systems of any kind for stormwater
treatment in SA waters. This means that sand falters, i.e. a discharging
system, are not allowed to be used for this project
Response: Per your request, and as discussed, the proposed
underdrains have been removed from the previously submitted sand
filter / infiltration basin (Infiltration Basin #1). The plans and
Research Triangle Park, NC
calculations have been adjusted appropriately nd a new supplement
� aPP
Post Office Box 14005
Research Triangle Park.
for an infiltration basin has been submitted for your review, along
North Carolina 27709
with an original of the required operation and maintenance
2905 Meridian Parkway
agreement. For your convenience, a complete, updated set of
Durham, North Carolina 27713
calculations and plans have been submitted for your review, along
-733-5646
with a set of hole -punched calculations for replacement within the
919-361-
19
269 �
919-361-2269 Fax
previously
reviousl submitted calculation booklet.
Charlotte, NC
6701 Carmel Road
Suite 205
Charlotte, North Carolina 28226
800-733-5646
704-527-O800
704-527-2003 Fax
Wilmington, NC
3904 Oleander Drive
Suite 2DO
Wilmington, North Carolina 28403
800-733-5646
910-799-8181
910-799-8171 Fax
2. Overflow structures are not allowed in infiltration systems unless the
infiltration system is design[ed/ to double the required treatment
capacity. Please provide an offline bypass upstream of the infiltration
basin at the holding pond or resize the infiltration basin to double the
required stormwater design volume.
Response: As discussed during our meeting on 8/11/2009, a bypass
system has been provided in both the middle and lower pond for
storm events greater than the 1.5-inch rainfall event. Therefore, this
comment has been addressed.
www.johnrmcadams.com j Design Services Focused On Client Success

THE JOHN R. McADAMS COMPANY, INC.
Waterway Cove
Response to Comments
August 17, 2009
Page 2
3. Please provide a header pipe to evenly distribute the stormwater influent
in the infiltration basin.
Response: As requested, a "manifold95 system has been provided
within each of the proposed infiltration basins to more evenly
distribute the stormwater inflow. Please refer to sheets IB-1A and
IB-2A for more information.
4. When filling out the supplemental forms fill in the design information for
the treatment system, the infiltration basin for example, in the column
provided on the form then off to the side, making a new column, provide
the design information for the holding pond.
Response: As requested, the infiltration basin supplements have
been annotated to include additional information re: the middle and
lower ponds, as appropriate.
WVM-08000

THE JOHN R. McAUAMS COMPANY, INC.
LETTER OF TRANSMITTAL
To: Mr. Chris Baker
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Re: Waterway Cove
I am sending you the following item(s):
Date: August 17, 2009
AUG ",C)p
*' F FQERAL EXPRESS **
Job No.: WVM-08000
COPIES
DATE
NO.
DESCRIPTION
1
Revised Calculation Book
1
Revised Plan Set
1
Replacement Calculations
1
Infiltration Bains #1 O&M agreement (original
1
Response Letter / revised infiltration supplements
These are transmitted as checked below:
❑ As requested ® For your use
® For approval ❑
❑ For review and comment ❑
Remarks:
Copy to:
Signed: a�
randon R. Finch, PE
Sr. Stormwater Project Manager
FOR INTERNAL USE ONLY
❑ Copy Letter of Transmittal Only to File
® Copy Entire Document to File
CIVIL ENGINEERING . LAND PLANNING • SURVEYING
PO Box 14005 a Research Triangle Park, NC 27709 a [phone] • fax [phone]
wwwjohnrmcadams.com

m-A7*t*A1�NCDN[k
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 11, 2009
Stephen H. Clark, Manager
Waterboro Village Management, LLC
1009 Slater Road — Suite 400
Durham, NC 27703
Subject: Request for Additional Information
Stormwater Project No. SW8 070644MOD
Waterway Cove
Brunswick County
Dear Mr. Clark:
Dee Freeman
Secretary
The Wilmington Regional Office received a State Stormwater Management Permit Application for
Waterway Cove on August 5, 2009. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
This project is being modified under the 1995 stormwater rules. The 95 rules do not
allow discharging systems of any kind for stormwater treatment in SA waters. This
means that sand filters, i.e. a discharging system, are not allowed to be used for this
project.
2. Overflow structures are not allowed in infiltration systems unless the infiltration system
is design to double the required treatment capacity. Please provide an offline bypass
upstream of the infiltration basin at the holding pond or resize the infiltration basin to
double the required stormwater design volume.
3. Please provide a header pipe to evenly distribute the stormwater influent in the
infiltration basin.
4. When filling out the supplemental forms fill in the design information for the treatment
system, the infiltration basin for example, in the column provided on the form then off to
the side, making a new column, provide the design information for the holding pond.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to August 18, 2009, 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, email 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 Division is allowed 90
days from the receipt of a completed application to issue the permit.
Wilmington Regional Office e
�t,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
lilCaro1111a
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwatorquality.org Adural&

Stephen H. Clark
August 11, 2009
Stormwater Application No. SW8 070544MOD
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] or email me at [e-mail].
Sincerely,
Chris Baker
Environmental Engineer II
GDS/csb: S:IWQSISTORMWATERIADDINFO120091070544MOD.aug09
CC: Brandon Finch, P. E., John R. McAdams Company Inc.
Page 2 of 2

Mom' l.. d '.� l F a'D
1 11II U �(�'��
THE JOHN R. McADAMS COMRAJ��C.
LETTER OF TRANSMITTAL
To: Mr. Chris Baker
Date: July 30, 2009
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405 "* HAND DELIVER **
[phone]
Re: Waterway Cove Job No.: UNW-08010
I am sending you the following item(s):
COPIES
DATE
NO.
DESCRIPTION
1
$4,000 Express Review
2
Final SW M mt. Permit Application
2
Pump Calculations
2
SW M mt. Final Design Calculations
2
Final Design Plans
These are transmitted as checked below:
❑
As requested
®
For approval
❑
❑
For review and comment
❑
Remarks:
Copy to:
For your use
Signed:
Brandon R. Finch, PE
Sr. Stormwater Project Manager
FOR INTERNAL USE ONLY
® Copy Letter of Transmittal Only to File
❑ Copy Entire Document to File
CIVIL ENGINEERING • LAND PLANNING • SURVEYING
PO Box 14005 • Research Triangle Paris, NC 27709 • [phone] • fax [phone]
www.johnrmeadams.com

C200825300071
70�1
2009
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
SOSID: 0888624
Date Filed: 9/10/2008 4:15:00 PM
Elaine F. Marshall
North Carolina Secretary of state
C200825300071
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: Waterboro Village Management, LLC
Entity Type: ❑Corporation, []Foreign Corporation, ❑Nonprofit Corporation, ❑Foreign Nonprofit Corporation,
_ RILimited Liability Company, ❑Foreign Limited Liability Company []Limited Partnership, []Foreign Limited Partnership,
- ❑Litiiited-U115ility Finnership, ❑Foreign Litnited Liability -Partnership - - - - - - — • •—
The street address and county of the entity's registered office currently on file is:
Number and Street: 5511 Capital Center Drive, Suite 105
City, State, Zip Code: Raleigh, NC 27606 County: Wake
The mailing address if different from the street address of the registered office currently on file is:
The name of the cement registered agent is: Kyle V. Corkum
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 1009 Sister Road, Suite 400
City, State, Zip Code: Durham, NC 27703
County: Durham
2. The mailing address ifdifferent from the street address of the new registered office is:
(complete (his item only if the address of the registered office is being changed)
3. -The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed
Stephen H. Clark 7�A (2,(
Type or Print Name of New Agent * Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the 5th day of September 2008
Waterboro Villag Mane ment, LLC
Ent Name
Signature
Stephen H. Clark, manager
Type or Print Name and Title
Notes: F11ing fee is MOO. This document mast be filed with the Secretary of State.
* Instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attached to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

E-Filed Annual Report
-1-0-8117623
t - ' LIMITED LIABILITYCOMPA �' ':f For year 2009
ANNUAL REPORT � ®ZII Do not data enter manually.
a .II It
^ter.
NAME OF LIMITED LIABILITY COMPANY: Water&ro Village Management, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0888624
NATURE OF BUSINESS: Land Development
REGISTERED AGENT: Clark, Stephen H.
REGISTERED OFFICE MAILING ADDRESS: 1009 Slater Road, Suite 400
Durham, NC 27703
REGISTERED OFFICE STREET ADDRESS: 1009 Slater Road, Suite 400
Durham, NC 27703 Durham County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/MEMBERS/ORGANIZERS:
Name: kylee v corkum
Title: Manager
Address:
5511 Capital Center Drive
Raleigh, NC 27606.
5511 Capital Center Drive
Raleigh, NC 27606
5511 Capital Center Drive
Raleigh, NC 27606
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
kylee v corkum
FORM MUST BE SIGNED BY A MANAGER/MEMBER
kylee v corkum
TYPE OR PRINT NAME
04/16/2009
DATE
Manager
TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

THIS DOCUMENT REGULATES OR PROHIBITS THE DISPLAY OF
THE FLAG OF THE UNITED STATES OF AMERICA OR STATE OF
NORTH CAROLINA.
THIS DOCUMENT REGULATES OR PROHIBITS THE DISPLAY OF
POLITICAL SIGNS
WATERWAY COVE
DECLARATION OF PROTECTIVE COVENANTS,
RESTRICTIONS, EASEMENTS, CHARGES, AND LIENS FOR
WATERWAY COVE
NOTE: THIS DECLARATION CONTAINS BINDING, IRREVOCABLE
AGREEMENT TO ARBITRATE AND IS SUBJECT TO ARBITRATION
PURSUANT TO THE STATE CODE STATUTE OR UNIFORM
ARBITRATION ACT THAT IS APPLICABLE REGARDING BINDING
ARBITRATION.

STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
DECLARATION OF PROTECTIVE
COVENANTS, RESTRICTIONS,
EASEMENTS, CHARGES AND LIENS
FOR WATERWAY COVE
THIS DECLARATION made by WATERBORO VILLAGE MANAGEMENT, LLC, a
North Carolina limited liability company, hereinafter referred to as the "Declarant".
WITNESSETH:
WHEREAS, the Declarant is the owner of the real property more particularly described
below, and desires to develop thereon a residential subdivision (hereinafter, together with any
property added thereto, called "the Subdivision"); and
WHEREAS, the Declarant, in its discretion, may incorporate any additional real property as
additional phases of the Subdivision and bring same under this Declaration but shall be under no
obligation to do so; and
WHEREAS, the Declarant desires to maintain design criteria, location and construction
specifications, and other controls to assure the integrity of the Subdivision; and
WHEREAS, each owner of a Lot in the. Subdivision will berequired to maintain constructed
residences in accordance with the design criteria herein contained; and
WHEREAS, the Declarant desires to provide for the preservation of the values and
amenities in the Subdivision and for the maintenance of common areas and facilities, if any, and to
this end, desires to subject the real property described in Exhibit "A" to the covenants, restrictions,
easements, charges and liens hereinafter set forth, each and all of which is and are for the benefit of
said property and each owner thereof; and,
WHEREAS, the Declarant has deemed it desirable, for the efficient preservation of the
values and amenities in the Subdivision, to create an association to which will be delegated and
assigned the powers of maintaining and. administering the Subdivision (as defined hereinafter),
promulgating rules and regulations for the usage of common areas in accordance with this
Declaration, administering and enforcing the covenants and restrictions and levying, collecting and
disbursing the assessments and charges hereinafter created; and,
WHEREAS, the Declarant has caused to be incorporated under the laws of the State of
North Carolina, a not -for -profit corporation to be known as Waterway Cove Homeowners
Association, Inc. for the purpose of exercising the aforesaid functions,
NOW THEREFORE, the Declarant declares that the real property described in Exhibit "A",
annexed hereto and forming a part hereon is and shall be held, transierred, sold, conveyed and
occupied subject to the North Carolina Planned Community Act codified in Chapter 47F of the
North Carolina General Statues and subject to the covenants, restrictions, easements, charges and
liens hereinafter set forth, which covenants, restrictions, easements, charges and liens shall run with
the land and be binding upon Declarant and all it successors in title.
2

ARTICLE I
Definitions
Section 1. The following words when used in this Declaration or any Supplemental
Declaration (unless the context shall prohibit) shall have the following meanings:
(a) "Additional Property" shall mean and refer to additional real estate that the Declarant,
in its discretion, may incorporate as additional phases of the Subdivision and bring same
under this Declaration but shall be under no obligation to do so.
(b) "Annual Assessment" or "Assessments" shall mean an,equal assessment established by
the Board of Directors for common expenses as provided for herein or by a subsequent
amendment which shall be used for the purpose of promoting the recreation, common
benefit and enjoyment of the Owners and occupants of all Lots and the operation,
maintenance and repair of the Common Area.
(c) "Architectural Review Committee" or. "A -RC" shall mean and refer to the Architectural
Review Committee established under Article VIII hereof.
(d) "Association" shall mean and refer to Waterway Cove Homeowners Association, Inc.,
its successors and assigns, a non-profit North Carolina Corporation.
(e) "Common Area and/or Private Open Space" shall mean and refer to all common area
and those areas of land, including the facilities to be constructed thereon, if any, shown and
specifically designated as such on any subdivision map of the Subdivision (as hereafter
defined) filed by Declarant or by any other means so designated by Declarant. All areas not
included in one of the proposed lots are to be designated as common area and or private
open space and will be under control of the Homeowners Association, including but not
limited to all water and sewer lines located outside public street rights -of -way and other
areas designated as "Common Area" on any recorded plat of the Subdivision. Such areas
are intended to be devoted to the common use and enjoyment of the members of the
Association as herein defined, and are not dedicated for use by the general public. However,
no general plan or -plat of the Subdivision showing additional property or adjoining areas
which,may later be developed as additional phases of the Subdivision shall cause such areas
to be .included as Common Area nor shall the Association or any Owner be entitled to any
right, title or interest therein unless and until such adjoining areas shall have been formally
included as a part of the Subdivision by the Declarant pursuant to the terms hereinafter
contained. Subject to the provisions of Article VI hereof, existing and future roads and
right-of-ways, alleys, private open space, private lanes, greenways, median strips, cul-de-sac
centers, planting areas, clubhouse, community swimming pool, tennis courts, observation
deck, boat docks, recreational areas, entrance walls and signage, electronic privacy gate,
mail box facility, gate house, ponds, recirculation water ponds, lakes, open space, walking
trails, boat storage, boat launch (subject to regulatory approval), and any other areas or
facilities, if any, designated as "Common Area and/or Private Open space" on the plat of the
Subdivision referred to in Exhibit "A" hereto shall become Common Area upon conveyance
by Declarant to the Association.
Provided however, the recording and reference to said plat shall not in and of itself be
construed as creating any dedications, rights or easements (negative reciprocal or otherwise),
3

all such dedications, rights and/or easements being made only specifically by this
Declaration, any amendment or supplement hereto .or -any deed of conveyance from
Declarant, its successors or assigns.
(f) "Declarant" shall mean and refer to Waterboro Village Management, LLC, a North
Carolina limited liability company, its successors and/or assigns.
(g) "Declaration" shall mean and refer to this Declaration of Protective Covenants,
Restrictions, Easements, Charges and Liens for Waterway Cove, as it may be amended from
time to time.
(h) "Dwelling" shall mean and refer to the completed single family residence located upon
a Lot.
(i) "Governing Documents" shall mean and refer to the Declaration, the Articles of
Incorporation of the Association, the By -Laws of the Association, the Architectural
Guidelines ("Guidelines") and the Rules and Regulations of the Association ("Rules"), if
any.
0) "Lot" shall mean and refer to any lot of land intended for residential use, with
delineated boundary lines appearing on any recorded subdivision map of the Subdivision
with the exception of any Common Area shown on any plat of the Subdivision. In the event
any Lot is increased in size by subdivision or combination, the same shall nevertheless be
and remain a Lot for the purposes of this Declaration. This definition shall not imply,
however, that a Lot may be subdivided if prohibited 1 elsewhere in this Declaration.
(k) "Member" shall mean and refer to an Owner who is a member of the Association as
provided in Article V hereof.
(1) "Owner" shall mean and refer to the record owner, whether one or more persons or
entities, of the fee -simple title to any Lot(s) later developed, but shall not mean or refer to
any mortgage or subsequent holder of a mortgage, unless and until such mortgage or holder
has acquired title pursuant to foreclosure or any proceedings in lieu of foreclosure. Said
term "Owner" shall also refer to the heirs, successors and assigns of any Owner. The
Declarant shall not be deemed an Owner.
(m) "Setback" shall mean an area along the boundary of a Lot where no building or other
structures including, without limitation, swimming pools, fences, patios or decks shall be
permitted, without the express written permission of Declarant.
(n) "Single Family Lot" shall mean and refer a Lot in the Subdivision designated for the
construction of detached single family residences.
(o) "Subdivision" shall mean and refer to all property including Lots, Common Areas
and/or Private Open Space as are subject to this Declaration, and which are described in
Exhibit "A" together with any additional phases that may be developed and specifically
submitted to the provisions of this Declaration pursuant hereto.
(p) "Subsequent Amendment" or "Supplemental Declaration" shall mean an amendment
to this Declaration by the Declarant under Article XIV, Section 10(a), or which adds
n

property to this Declaration and makes it subject to the Declaration. Such Subsequent
Amendment may; but is not required to, impose expressly or by reference, additional
restrictions and obligations on the land submitted by that Subsequent Amendment to the
provisions of the Declaration.
(q) "Turnover date" shall have the meaning as set forth in Article V hereof.
ARTICLE II
Uses of Property
Section 1. Conformity and Approval of Structures. No structure, fence, sidewalk, wall,
swimming pool or other improvement shall be placed or altered on any Lot except in accordance
with the provisions of this Declaration.
Section 2. Subdivision of Lot. No Lot shall be subdivided except as hereinafter provided
and no building or residence, including porches, swimnnung pools or projections of any kind, shall
be erected so as to extend over or across any of the. Setbacks as hereinafter established except as
herein provided. Provided, however, two or more Lots may be combined to provide one building
site in accordance with this Declaration.
Section 3. Increased Size of Lots. A Lot or Lots may only be subdivided provided the
effect is to increase the size of both of the adjoining Lots. In such cases, the Declarant may alter the
building lines to conform. Should the Owner or Owners of any Lots and/or portions of Lots which
have been combined for a single building site subsequently wish to revert to the original plan of
subdivision, or make any other combination which would not be in violation of this restriction, such
may be done only if the written consent of the Declarant its successors or assigns is first had and
obtained. In such instances, the adjoining Lot Owners, or other Owners in the subdivision do not
have the right to review, pass on or interfere with such Lots rearrangement, as such rights shall be
exclusively that of the Declarant or any successors or assigns to whom the Declarant may expressly
have transferred such rights, but the Owner of any other Lot in the subdivision does not, by virtue of
such status as an Owner, become any such successor or assign. More than one Lot may be
combined to form one Lot with the written consent of Declarant, its successors and assigns. Upon
combination of Lots, the building line requirements prescribed herein shall apply and the easements
reserved herein shall be applicable to the rear, side and front Lot lines of such lot as combined. The
resulting building site and structures erected thereon must otherwise comply with these Restrictions
and the new property line of the resulting building site shall be used to compute the set -back lines as
set forth herein. Annual assessments are applicable on each individual Lot as originally recorded by
Declarant regardless of whether two or more Lots are combined by an owner to form one. Where a
Lot is subdivided to increase the size of two adjoining lots, annual assessments are applicable to the
owner of each subdivided portion. The assessment on the subdivided portions for each Lot Owner
is based on the percentage of acreage acquired from the subdivided Lot.
Section 4. Alteration of Setback Lines in the Best Interest of Development. Where because
of size, configuration, natural terrain, or any other reason in the sole opinion of the Declarant, it
would be in the best interest of the development of the Subdivision that the setback lines of any Lot
should be altered or changed, then the Declarant reserves unto itself, its successors or assigns, and
no other, the right to grant a variance to the Lot Owner of in the case of a Lot owned by Declarant,
the Declarant may change said setback lines to meet such conditions. The Declarant specifically

reserves the right to transfer and assign this right of approval to the Architectural Control
Committee hereinafter established.
Section 5. Completion of improvements. With the exception of construction which is
interrupted or delayed due to strikes, national emergencies, or physical damage to the work in
progress (such as damage due to fire, lightning, windstorm, flood, hail, riot or civil commotion,
explosion, or theft), any Dwelling constructed upon a Lot must be completed within one (1) year
subsequent to commencement of construction, except with the written consent of Declarant, its
successors or assigns, or, if the Declarant so designates, by the ARC. The Owner of the Lot on
which the improvements are being constructed shall at all times keep public and private streets
contiguous to the Lot free from any dirt, mud, gravel, garbage, trash or other debris which might be
occasioned by construction of the improvements. During construction, the Owner shall require its
contractors to maintain the Lot upon which such work is being done in a reasonably clean and
uncluttered condition and, to the extent possible, all construction trash and debris shall be kept
within refuse containers. Upon completion of construction, the Owner shall cause its contractors to
immediately remove all equipment, tools, and constructionmaterial, and debris from the Lot.
In the event that completion of the Dwelling, outbuildings, or other improvements on any
Lot is not completed within one year, and it is determined that construction progress has diminished
to such an extent that completion of the Dwelling, outbuilding, or other improvements is unlikely
within 120 days, notice will be given to the Owner that the Owner has the obligation, within 30
days, to remove all construction work in progress, including without limitation, the foundation and
all building improvements and all stored building materials, and fill and grade the lot so that it is
restored to its natural grade level. The Declarant or the Association (after termination of Class B
membership) shall have the right to undertake this work upon Owner's failure to do so and charge
the cost to the Owner and place a lien upon the Lot upon Owner's failure to pay these charges.
No building under initial construction shall be occupied until construction is completed
and all necessary approvals of the ARC and any governmental authorities have been
obtained.
Section 6. Residential Use of Lots. All Lots shall be used for residential purposes
exclusively except for limited home office uses permitted under Section 11 of this Article II. No
structures, except as hereinafter provided, shall be erected, altered, placed or permitted to remain on
any Single Family Lot other than one (1) detached single family Dwelling constructed in
accordance with the Plans and Specifications herein defined in Article III. No timesharing, interval
ownership or other related ownership scheme where the right to exclusive use rotates among
multiple owners or members of the program shall be permitted. Ancillary buildings or other out
buildings shall conform to the architectural scheme and appearance of the Dwelling. Declarant or
its assignee may, however, maintain a sales office, models and construction office upon one or more
Lots until all Lots to be located within the Subdivision have been sold.
Section 7. Maintenance and Landscaping of Lots. It shall be the responsibility of each
Owner to prevent the development of any unclean, unsightly, or unkept condition of buildings or
grounds on such Lot which shall tend to substantially decrease the beauty of the neighborhood as a
whole or the specific area. The Association shall maintain such Owner's Lot and shall keep
underbrush and weeds mowed. Such maintenance obligation shall also extend to the portion of any
Common Area and/or public street right-of-way located between the boundary lines of each Lot and
any pavement within such street right-of-way, and to the portion of any Common Area located
on

between the boundary line of each Lot and the shore of any lake, pond, water retention area, stream
or -other body of water located with in Common.Area.
Landscaped and grassed areas on each Lot as designated by the ARC in its sole discretion
shall be maintained so as to keep all vegetation in excellent condition. Landscaping as approved by
the ARC shall be installed prior to occupancy of the building improvements on each Lot.
Occupancy prior to completion of landscaping shall require the written approval of the ARC, shall
be for good cause only, and shall be no earlier than ninety days prior to completion of landscaping.
Section 8. Nuisances. No noxious, unlawful or offensive activity shall be carried on upon
any Lot, nor shall anything be done thereon tending to cause embarrassment, discomfort, annoyance
or a nuisance to the neighborhood. No plants, poultry, animals, junk, junk automobiles, or devices
or things of any sort, the normal activities or existence of which are in any way noxious, dangerous,
unsightly, unpleasant or of a nature as may diminish or destroy the enjoyment of other property in
the neighborhood shall be placed, kept or maintained on any Lot. Without limiting the foregoing,
exterior lighting may not be so installed on any Lot so as to illuminate any portion of a neighboring
Lot or to shine into any window or otherwise enter a Dwelling located on an adjoining Lot. Bottled
gas containers and oil tanks shall be screened from public view. No lot shall be used for storage of
building materials prior to the issuance of the building permit for the primary residence.
Section 9. Exclusion of Above Ground Utilities. All electrical service and telephone lines
shall be placed underground and no outside electrical lines shall be placed overhead. No exposed or
exterior radio or television transmission or receiving. antenna shall be erected, placed or maintained
on any part of a Lot. Provided, however, that the normal service pedestals, etc., used in conjunction
with such underground utilities shall be permitted within the Subdivision. Overhead utilities shall
be permitted during the construction period and until utility companies can place them underground.
"Satellite dish" antennas and similar equipment in excess of 18 inches in diameter shall not be
allowed except in the rear yard (to the rear of the Dwelling), unless approved by the ARC, and must
to the fullest reasonable extent, be screened from view from adjoining Lots.
Section 1:0 Signs. No sign of any nature shall be placed on any lot without prior written
approval of the ARC. No billboards or advertising signs of any character shall be erected, placed,
permitted or maintained on any Lot or improvement thereon except as herein expressly permitted.
"For Sale", or similar signs may be permitted on a Lot with prior written approval of the ARC,
provided. the sign complies with material, size, and color guidelines promulgated by the ARC. In
addition, it shall be permissible for the Association to have a sign located on the Common Area, if
the design, size and location of such sign are approved by Declarant, prior to its erection. No other
sign of any kind or design shall be allowed, with the exception of political signs incident to a public
election, which political signs may only be displayed in accordance with. N.C.Gen.Stat. Section
47F-3-121. Declarant as developer reserves the right at his sole discretion to erect temporary or
permanent signs on Lots and Common Area identifying owner's names, street names, common
area, traffic signs including stop signs and speed limit signs, and any other signs that will aid in the
development of the subdivision including signs advertising the Subdivision and/or model homes.
No sign shall be permitted within the road right-of-way. Should it be determined that a sign erected
on a Lot or in the common Area does not conform to ARC guidelines, the Association, the
Declarant, its agents or assigns shall have the right from time to time to enter said Lot without any
liability for damage, wrongful entry, trespass or otherwise for the purpose of removing the
nonconforming sign. The Declarant or the Association has the right form time to time to revise the
rules and regulations regarding signs in order to meet the needs of the community or satisfy any
governmental regulations.
7

Section 1 L Prohibition Against .Business Activity. No business activity, including but not
limited' to, a rooming house; boarding house, gift shop, . antique shop, landscape business
professional office or beauty shop or the like or any trade of any kind whatsoever (in which clients
or members of the public regularly come to any Lot or any significant business traffic is generated
in the Subdivision) shall be carried on upon any Lot or Lots. Provided, however, that nothing
contained herein shall be construed so as to prohibit use of any portion of a residence as a home
office, so long as no clients or members of the public regularly come to any Lot and no significant
business traffic is generated in the Subdivision on account of such use. Provided further, however,
that nothing contained herein shall be construed so as to prohibit the construction of houses to be
sold on said Lots or the showing of said houses for the purpose of selling houses in the Subdivision.
Nothing herein shall be construed to prevent the Declarant or its permitees from erecting, placing or
maintaining signs, structures and offices as it may deem necessary for its operation and sales in the
subdivision.
Section 12. Mining and Drilling. No derrick or other structure designed for use in boring
for oil or natural gas shall be erected, placed or permitted upon any part of the Subdivision, nor
shall any oil, natural gas, petroleum, asphalt or hydrocarbon products or materials of any kind be
produced or extracted from the premises.
Section 13. Garbage Disposal. Each Lot Owner shall provide garbage receptacles or similar
facilities in accordance with reasonable standards established by the Declarant or Association, or a
roll -out garbage rack of the type approved by the Declarant or Association, which shall be visible
from the streets on garbage pickup days only. No garbage or trash incinerator shall be permitted
upon the premises. No burning, burying or other disposal of garbage on any Lot or within the
Subdivision shall be permitted (except licensed contractors may burn construction debris during the
period of construction of improvements on any Lot if they have been properly permitted).
Provided, however, that the Declarant or the Association shall be permitted to modify the
requirements of this Sect -ion 13 where necessary to comply with orders of governmental bodies.
Section. 14. Temporary Structures. No structure of a nonpermanent character shall be
placed upon any Lot at any time, provided, however, that this prohibition shall not apply to shelters
used by the contractors during construction of the main Dwelling house, it being clearly understood
that the. latter temporary shelters may not, at any time, be used for a residence or permitted to
remain on. the Lot after completion of construction. Prior to placement on any lot, all temporary
construction shelters mush be :approved in writing by the ARC.
Section 15. Other Structures. No home, tent (other than small overnight tents used by
children which remain in place for less then 24 hours), barn, shed, shack, trailer, mobile home,
modular home, tree house or other similar out -building or structure shall be placed on any Lot at
any time either temporarily or permanently, except as provided in Section 14 above, nor shall above
ground swimming pools be permitted.
Section 16. Clotheslines. No clotheslines or drying yards shall be located upon the
premises so as to be visible from any Common Area or from any adjoining property or Lot.
Section 17. Vehicles and Off -Street Parking. On all streets within Waterway Cove,
temporary on -street parking may be allowed for 72 hours maximum. Each Owner shall provide for
parking of vehicles off alleys, private lanes, streets and roads within the Properties. Except as
otherwise specifically provided for in this Declaration, no parking shall be permitted in or along any

of the alleys, private lanes or streets in the Properties, unless said parking is within a parking -
designated area. There .shall be no outside storage or parking upon any portion of the Properties of
any mobile home, modular home, trailer (either with or without wheels), motor home, tractor, truck
(other than personal -use pick-up trucks and sport utility vehicles), commercial vehicles of any type
(including, without limitation, cars or trucks with advertising signs or lettering), camper, motorized
camper or trailer, recreational vehicle, boat or other water craft, including jet skis, wave runners and
similar craft, boat trailer, motorcycle, motorized go-cart, or other related forms of transportation
devices, if permitted in writing by the Declarant or the Association. No Owners or other occupants
of any portion of the Properties shall repair or restore any vehicle of any kind upon or within a
property subject to this Declaration except (i) within enclosed garages, or (ii) for emergency repairs,
and then only to the extent necessary to enable the movement thereof to a..proper repair facility.
Violations of the prohibitions contained in this Section 17 shall be subject to having their vehicles
towed, at the Owner's expense, by or at the direction of the Association, and to the levy of fines by
the Association in such amount as may be determined from time to time by the Board of Directors.
Additional rules and regulations regarding use, repair and storage of vehicles in the Properties may
be promulgated from time to time by the Board.
Section 18. Sewer, Water, Utilities. No septic tanks or surface toilets are permitted in the
Subdivision. Portable toilets will be allowed only during construction. If applicable, the grantee of
any Lot assumes all responsibility for obtaining all necessary permits. Waterway Cove Subdivision
is to be served by Brunswick County water and waste water system. Each Owner shall be
responsible for the then -applicable water meter, tap, and impact fees; sewer tap fee and electric
deposit fee.
Section 19. Firearms and Fireworks. No firearms or fireworks of any variety shall be
discharged upon the Lots or Common Area. The term "firearms shall include, without limitation,
guns, "B-B" guns and pellet guns.
Section 20. Animal and Pets. No animals, wildlife, livestock, reptiles, or poultry of any
kind shall be raised, bred, or kept on any portion of the Subdivision, except that dogs, cats, or other
usual and common household pets not to exceed a total of three (3) may be permitted in a Dwelling.
Dogs shall be leashed when on the Common Area. No dogs shall be permitted to roam the property
and the Association may have strays and dogs that are not leashed and are found off their owner's
lot picked up by governmental authorities. Those pets which, in the sole discretion of the
Association, endanger health, snake objectionable noise, or constitute a nuisance or inconvenience
to the Owners of other Lots or the owner of any portion of the Subdivision shall be removed upon
request of the Association. No pets shall be kept, bred, or maintained for any commercial purpose.
Pets shall only be permitted on the Common Area if such portions thereof are so designated by the
Association. All persons- bringing a pet onto the Common Area shall be responsible for
immediately removing any solid waste of said pet.
Section 21. Driveways. All private driveways, right-of-ways, and culverts, if required,
installed therein, shall be of a type and quality approved by Declarant or the ARC and the grade of
same shall be set by Declarant or the ARC. Some Lots within the Subdivision may be accessed by
means of shared driveway(s). In the event that any two (2) Lots shall access their Lot(s) by means
of a shared driveway, the Owner(s) of each Lot so accessed shall have an easement for reasonable
use of the shared driveway, wherever it is situated. Additionally, the Owner(s) of the Lot(s) served
by the shared driveway shall share equally the cost of maintenance of such driveway, and shall keep
such driveway in good repair and condition. In the event the Owner(s) of the Lot(s) served by any
shared driveway are unable to agree on the terms of maintenance of said driveway(s), either
9

affected Owner shall have the right to apply to the Board of Directors for the Association to
determine whether there is. a need for maintenance or .repair of said driveway, and the Association
shall have the right to make any necessary repairs or perform necessary maintenance and charge the
costs of same in equal portions as an assessment against the Lot(s) served by the shared driveway.
The Association shall have an easement to go onto any Lot for the purpose of performing repairs or
maintenance as outlined in this Paragraph.
Section 22. Mailboxes. Declarant may provide locations for cluster mailboxes for the
community. In the event such cluster mailboxes are provided, no other mailboxes shall be allowed,
unless approved by the ARC. No paper boxes are allowed.
Section 23. Garages and Parking. All Dwellings built on Single Family Lots shall be
required to have at least a one -car garage or covered parking area (or parking in an area underneath
the Dwelling for the parking of one car). No garage shall be converted to living area without prior
ARC approval. If approved, lots may have a detached garage as long as the garage is constructed of
materials similar to the Dwelling and is compatible in design. Garage doors must be closed at night
or when left unattended.
Section 24. Wells and Irrigation S stems. No sprinkler or irrigation systems of any type
that draw upon water from creeks, streams, rivers, lakes, ponds, wetlands, canals, or other ground or
surface waters within the Subdivision shall be installed, constructed, or operated within the
Subdivision by any person, unless prior written approval has been received from the Declarant.
This Section shall not apply to the Declarant, and it may not be amended without Declarant's
written consent so long as Declarant has the right to add property to -the Subdivision in accordance
with Article X Section 2 of this Declaration. No private water wells or individual drinking water
supply system shall be permitted upon any Lot. .
Section 25. Ponds, Lakes and Water Retention Areas. No ponds, lakes or water retention
areas shown on any map of the Subdivision shall be used for swimming, boating, diving or fishing,
nor shall the use of any personal floatation devices, jet skis or other such items be permitted on any
pond or lake except as permitted by the rules and regulations of the Association. No piers, docks, or
barriers shall be constructed on any portion of the ponds or lakes nor attached to the shoreline or
banks thereof, except those that may be constructed by the Declarant or as approved by the ARC.
No Lot Owner may use or permit to be used any water from any ponds, lakes or other bodies of
water for irrigation of such Owner's Lot unless expressly approved in writing by the Declarant, its
successors or assigns or ARC. ,Permission may be granted in writing at the sole discretion of the
Declarant, its agents or assigns or ARC to allow lot owners to use water from the water retention
areas or lakes for irrigation purposes. The amount of water and/or when water may be removed will
be designated. Neither the Declarant nor the Association shall be responsible for any loss, damage,
or injury to any person or property arising out of the authorized or unauthorized use of ponds, lakes,
or water retention areas within the Subdivision. No dredging or filling shall be undertaken on any
property adjacent to any water body. The Declarant makes no warranties whatsoever as to the water
level in the water retention areas, lakes, and ponds nor to their continued existence beyond the time
that the construction of them has been completed, and they are filled with water and turned over to
the Association. There is to be no interference with pumps, fountains or waterfalls. See Article IV
for additional provision regarding ponds and lakes. Declarant reserves a temporary construction
easement of forty (40) feet in width outside of all Common Areas and Common Areas around all
ponds and lakes along with the right to clear and grade the land and enter thereon, without the risk
of trespass for the purpose of constructing, clearing or grading the Common Area and ponds and
lakes. The temporary construction easement will expire upon notice by the Declarant.
10

Section 26.. Artificial Vegetation, Exterior. Sculpture and Similar. Items. No artificial
vegetation with the exception of specialty use areas such as common area putting greens shall"be
permitted. Exterior sculpture, fountains, gazebos, arboretums, flags, and similar items are subject to
Declarant's or ARC's prior approval; provided, however, that nothing contained herein shall
prohibit the appropriate display of the American flag, consistent with N.C. Gen. Stat. Section 47F-
3-121.
Section 27. Play Structures and Yard Accessories. All yard accessories and play structures,
including basketball backboards and any other fixed game, shall be subject to ARC review and prior
approval.
Section 28. Energy Conservation Equipment. No solar energy collector panels or attendant
hardware or other energy conservation equipment shall be constructed or installed on any Lot unless
it is an integral and harmonious part of the architectural design on a structure; as determined in the
sole discretion of Declarant.
Section 29. Trees. Trees may be removed without prior written approval within the
building foundation area of the main Dwelling and within twenty (20) feet of the main Dwelling
provided that the location of the house has been approved in writing by the ARC or the Declarant.
Except as provided for in this Section and in Article VIII of this Declaration, no tree six (6") inches
in diameter or greater at ground level shall be cut, removed or intentionally damaged on any Lot
without the prior written approval of the Architectural Review Committee.
Section 30. Elevation and Drainage Changes. No changes in the elevation, topography or
drainage characteristics of any Lot within the Subdivision shall be made without the prior written
approval of the Declarant :or the Association Board of Directors.
Section 31. Piers. No individual piers will be allowed on any lot located within the
Waterway Cove Subdivision, unless approved by the Declarant.
Section 32. Boat Slips. The Declarant may establish, subject to regulatory approval, a
separate boat basin to be located adjacent to the Waterway Cove Subdivision. The boast basin, if
established, may allow access by the Association. The Declarant may include a day slip(s), and
dock(s) for community use.
The use of any Boat Slip will be subject to the terms and conditions of the Permit issued by
the Division of Coastal Management and Declaration, Rules, Regulations, Covenants and
Restrictions set forth by the Declarant.
Section 33. Restrictions on Rentals and Leasing. No leasing or renting of any Dwelling
shall be permitted for a term of less than thirty (30) days (unless approved by the Board of Directors
for the Association), nor shall any less than the entirety of any Dwelling be leased. All leases shall
be in writing, and any fawner who desires to lease the Dwelling on the Lot shall be required to have
a copy of the rental agreement approved by and on file with the Board of Directors for the
Association. Every lease of a Dwelling within Waterway Cove shall specifically incorporate the
terms of this Declaration, the Bylaws and all Rules and Regulations for the Association, and shall
make a condition of the lease that the occupants of the Dwelling shall abide by the governing legal
documents of the Association.
11

ARTICLE III
Construction in Accordance with Plans and Specifications
Section 1. General. All structures of every type and description shall be constructed, placed
or erected within the Subdivision in accordance with the provisions of this Article III together with
other applicable provisions of this Declaration, specifically including but not limited to the
provisions of Article VIII regarding Architectural Control. Only new construction of residential
buildings shall be permitted, it being the intent of this covenant to prohibit the moving of an
existing building or portion hereof on a lot and remodeling or converting same into a Dwelling. All
notes indicated on record plats must be adhered to.
Section 2. Size of Residence and Lot Coverage. All residences to be constructed upon any
Lot shall have a minimum of 1500 square feet of enclosed heated living area (exclusive of porches,
decks and garages and other unheated spaces).
Section 3. Setbacks. No building or structure, including porches, decks, swimming pools or
projections of any kind (including eaves), shall be erected so as to extend over or across any of the
Setback lines shown on the recorded plat of the Subdivision or as described in the Declaration or
any amendment thereto so as to be nearer to the Lot boundary line than such Setback line. In order
to preserve particular view corridors, or to account for unusual topography, natural site features,
streetscape or other extenuating circumstances, in its sole discretion, the Declarant and/or ARC
reserves the right to require alternate setbacks and to determine house and structure locations at the
time of the ARC review.
Section 4. Fences, Walls. and Animal Pens. Any fences, walls or animal pens sought to be
constructed on any Lot shall require the specific written approval of the Declarant or the ARC as to
location, size, composition, configuration, exterior materials, color and other similar matters, which
approval may be withheld for purely aesthetic considerations.
Section 5. Prohibited Building Material. Exposed exterior walls composed of concrete
block, imitation asphalt brick siding, tar paper, and imitation asphalt stone siding shall be
prohibited.
ARTICLE IV
Additional Provisions as to Buffer Areas, Ponds and Common Area Irrigation
Section 1. Buffer Areas. No cutting or removal of trees, shrubbery, or landscaping of any
kind shall be made within any Buffer area shown on any recorded plat of the Subdivision, except
with the prior written consent of the Declarant or the ARC. As the provisions contained herein are
for the preservation of the aesthetics and privacy of the Subdivision, in the event of the destruction
or removal of any tree or landscaping within the aforesaid Buffer (except destruction caused by act
of God), the Owner of the Lot upon which such tree, shrub, or landscaping was located will cause
same to be _replaced or restored with a comparable size and type of tree or landscaping, at the Lot
Owner's sole expense.
Section 2. Declarant's Rights and Easements. Declarant, as developer, hereby reserves and
is granted a maintenance easement in favor of itself, its successor and assigns over, under, onto and
across all Buffer Areas for the purpose of maintaining, restoring, and replacing trees, shrubs, and
12

landscaping. The reservation of these easements shall not place upon Declarant any obligation to
perform such activities and such performance shall lie solely within the discretion of Declarant..
The within rights of Declarant are in addition to the rights and obligations of Association set out in
Article VI, Section 4 of this Declaration. The easements herein reserved and granted are perpetual,
non-exclusive and shall run with title to the Lots.
Section 3. Rights of Enforcement. In the event an Owner does not replace trees and/or
restore landscaping as and when required under Section 1 above, Declarant and Association may
each enforce such Owner's obligations either by an action in specific performance or may perform
such work themselves, and the cost and expense of such work and materials, shall be due and
payable by such Owner within seven (7) days of demand by Declarant or Association, as the case
may be.. In the event such Owner refuse to make such payment as aforesaid, the Declarant and the
Association shall have the right to bring an action for the collection of same plus attorney's fees
related thereto; and the Association shall have the additional right to enforce collection thereof in
the manner provided under Article VII, Section 6 of this Declaration.
Section 4. Ownership and Control of Ponds, Lakes and Water Retention Areas. No right
title or interest, including, without limitation, riparian rights, in any pond or lake shall attach to or
become an appurtenant to the title to any Lot by reason of or upon conveyance of such Lot by
Declarant unless such conveyance specifically includes such rights. The Declarant reserves unto
itself, its successors and assigns an easement upon and across every Lot to maintain said ponds,
lakes, and water retention areas as more fully provided in Article VI, Section 8 of this Declaration,
and the Association shall be responsible for all maintenance of said ponds and lakes, including but
not limited to monitoring water levels, maintaining any fountains or aeration devices, and providing
lake mitigation services (i.e. algae control and aeration).. Nothing.in this section shall relieve Lot
Owners of their responsibility to prevent the development of any unclean, unsightly or unkempt
condition to the area of their Lot bordering the Common Area around the ponds and lakes; subject,
however, to the Association's obligation to maintain the grounds thereof under Article II, Section 7.
There shall be a Buffer Area around every pond and water retention area within Waterway
Cove. No cutting or removal of"trees, shrubbery,. or landscaping of any kind shall be made within
any Buffer Area shown on any recorded plat of the Subdivision, except with the prior written
consent of the Declarant or the ARC; likewise no construction or erection of any structures shall be
permitted within these Buffer Areas, or land disturbance of any kind, except with the prior written
consent of the Declarant or ARC.
ARTICLE V
Membership and Voting Rights in the Association
Section 1. Membership. Every person or entity who is an Owner of any Lot which is
subjected by this Declaration to assessment by the Association shall be a Member of the
Association. Membership shall be appurtenant to and may not be separated from ownership of any
Lot which is subject to Assessment.
Section 2. Board of Directors. Initially, there shall be three (3) members of the Board of
Directors of the Association who shall serve until such time as their successors are duly elected and
agree to serve. The directors shall have annual meetings and other such meetings as may be called
for at the request of the president of the Association, by a majority of the directors, or as called for
in the Bylaws. The foregoing notwithstanding, so long as the Declarant, or its successors and
13

assigns as Declarant, is the Class B Member, Declarant shall select the Board of Directors and
Declarant may select board members .who are not Owners,
Section 3. Articles of Incorporation and Bylaws. The Articles of Incorporation of the
Association and Bylaws of the Association shall be adhered to in the administration and operation
of the Association.
Section 4 Voting Rights. The Association shall have two (2) classes of voting membership:
Class A: Class A Members shall be all Owners excepting the Declarant. Class A Members
shall be entitled to one (1) vote for each Lot in which they hold the interest required for
membership by Section 1 above. When more than one person holds such interest or interests
in any Lot, the vote attributable to such Lot shall be exercised as such persons mutually
determine, but in no event shall more than one (1) vote be cast with respect to any such Lot.
When a purchaser of an individual Lot or Lots takes title thereto from the Declarant, such
purchaser automatically becomes a Class A Member.
Class B: The sole Class B Member shall be the Declarant. The Class B member shall be
entitled to ten (10) votes for each Lot owned. Class. B membership shall cease and become
converted to Class A membership upon the happening of the earlier of the following:
(a) The date on which the Declarant no longer owns any part of the entire
Subdivision (including Common Areas); or
(b) Fifteen (15) years from date of recordation of this Declaration; or
(c) At such time as Declarant, in its sole discretion, voluntarily relinquishes Class B
Member status in writing.
From and after the happening of whichever of said events which occurs earlier, the Class
"B" Member shall be deemed to be a Class "A" Member and entitled to one vote for each Lot
owned in the manner provided above. The earliest to occur of (a) (b) or (c) shall be referred to as the
"Turnover Date".
ARTICLE VI
Property rights in the Common Area /Easements
Section 1. Member's of Easement of Enjo lent. Subject to the provisions of Section 3 of
this Article, every Member shall have a right and easement of enjoyment in and to the Common
Area, and such easement shall be appurtenant to and shall pass with the title to every Lot. This right
and easement shall be for use in common with all other such members, their tenants, guests, and
invitees. In the event that Declarant incorporates additional land under the provisions of this
Declaration pursuant to Article X, Section 2 of this Declaration, all Owners of Lots within such
additional phases shall have the same rights and privileges with regard to use of the Common Area
as the Owners of Lots originally made subject to this Declaration.
Section 2. Title to Common Area and/or Private Open Space The Declarant hereby
covenants for itself, its successors and assigns, that within fifteen (15) years from the date of
recording of this Declaration, it will convey to the Association, by Quit -Claim Deed, fee simple title
14

to the Common Area and/or Private Open Space upon the conditions set forth herein, subject to
those rights reserved unto to. Declarant pursuant to this . Declaration and to the provisions of this
Declaration.
In lieu of the conveyance provided for herein with regard to the alleys, private lanes, streets
and roads, Declarant may cause such alleys, private lanes, streets and roads to be dedicated to any
governmental entity, as provided for in Section 3(a) hereof. In the event the alleys, private lanes,
streets and roads are dedicated to a governmental entity, acceptance of such dedication may be
conditioned upon the agreement of the Association that the Association shall maintain, (at
Association's sole cost and expense) any and all landscaping, shrubbery and the entrance sign to the
Subdivision which may be located within the dedicated areas.
Section 3. Extent of Member's Easements. The rights and easements created hereby shall
be subject to the following:
(a) The right of Declarant, and/or of the Association, to dedicate, transfer or convey
all or any part of the Common Area, with or without consideration (and subject to the
condition set out in Section 2 immediately above), to any governmental body, district,
agency or authority, or to any utility company, provided that no such dedication, transfer or
conveyance shall adversely limit the use of the Common Area by the Members of the
Association;
(b) The right of the Declarant, and/or of the Association, to grant and reserve easements and
rights -of -way for maintenance and inspection of lines and appurtenances for public or
private water, sewer, drainage and other utilities and services, including, without limitation,
a cable (CATV) or community antenna television system and irrigation or lawn sprinkler
systems, and the right of the Declarant to grant and reserve easements and rights -of -way
through, over and upon and across the Common Area for the completion of the Subdivision,
for the operation and maintenance of the Common Area and perpetual non-exclusive
easements for ingressand egress and utility installation and maintenance to any other
property of Declarant regardless of whether or not made subject to this Declaration.;
(c) The right of the Association, as provided in its By -Laws to suspend the enjoyment rights
of any Member in the Common Area (but not access to a Member's Lot) for any period
during which any assessment remains unpaid, and for a period not to exceed thirty (30) days
from any infraction of its published rules and regulations.
(d) The rights of the Association, in accordance with law, its Articles of Incorporation and
By -Laws, to borrow money for the purpose of improving the Common Area and in
pursuance thereof, to mortgage the same.
Section 4. Maintenance. The Association shall at all times maintain all Common Area in
good repair (and shall repair or replace as often as necessary), leased property, the street pavement,
drainage structures, street lighting fixtures (if not maintained by utility company), landscaping,
entrance signage and ponds which are Common Area. The Board of Directors acting by majority
vote shall order all work to be done and shall pay for all expenses including all electricity
consumed by the lighting located in the Common Area and all other common expenses. All work
pursuant to this Section and all expenses hereunder shall be paid for by such Association through
assessments imposed in accordance with Article VII. Excluded here from shall be paving and
maintenance of individual Lot driveways which shall be maintained by each Owner. Nothing herein
15

shall be constructed as preventing the Association from delegating or transferring its maintenance
obligations to a governmental authority under such'terms and conditions.as the Board of Directors
may deem in the best interest of the Association.
Section 5. Additional Structures. Neither the Association nor any Owner or any group of
Owners shall, without the prior written approval of Declarant (or of the Association after the end of
the Declarant Control Period), erect, construct or otherwise locate any structure or other
improvement in the Common Area.
Section 6. Delegation of Use.
(a) Family. The right and easement of enjoyment granted to every Owner in Section 1 of
this Article, and the Owner's tenants under subsection (b) hereof, may be exercised by
members of the Owners' family who occupy the residence of the Owner within the
Subdivision.
(b) Tenants. The right and easement of enjoyment granted to every Owner in Section 1 of
this article may be delegated by the Owner to the Owner's tenants who occupy a residence
within the Subdivision.
(c) Guests. Any recreational facilities and other Common Area, may be utilized by guests
of Owners or tenants subject to this Declaration, the By -Laws of the Association and to the
Rules and Regulations of the Association governing said use and as established by its Board
of Directors.
Section 7. Rules and Regulation. The use of the Common Area by an Owner or Owners,
and all other parties authorized to use same, shall be at all times subject to such reasonable rules and
regulations as may be prescribed and established by the Association governing such use, or which
may hereafter by prescribed and established by the Association.
Section,8. Easement for Utilities aid Maintenance. The Declarant reserves unto itself, its
successors and assigns, a perpetual; alienable and reasonable easement and right of ingress and
egress, over, upon, across and under the Setback areas, and easement areas on each Lot as shown on
the recorded map of the Subdivision and/ or as set forth herein and over, upon, across and under the
Common Area for maintenance and/or the erection, maintenance, installation and use of electrical
and telephone wires, cables, conduits, sewers, water mains and other suitable equipment for the
conveyance and use of electricity, telephone equipment, gas, sewer, water or other public
convenience or utilities, including an easement for privately -owned television and other
communications cable and. equipment, and for maintenance of ponds and the installation and
maintenance of pumps, fountains or other equipment related to said maintenance. Declarant may
further cut drainways for surface water when such action may appear to the Declarant to be
necessary in order to maintain reasonable standards of health, safety and appearance. These
easements and rights expressly include the right to cut any trees, bushes or shrubbery, make any
grading of soil, or to take any other similar action reasonably necessary to provide economical and
safe utility or other installations and to maintain reasonable standards of health, safety and
appearance. Declarant further reserves the right to locate wells, pumping stations, and tanks on
Common Area. It shall not be necessary to obtain the consent of Owners of Lots adjoining any
existing utilities or pump stations. Such rights may be exercised by the licensee of the Declarant but
this reservation shall not be considered an obligation of the Declarant to provide or maintain any
such utility service. No structures or other items, including walls, fences, paving or planting shall be
16

erected upon any part of the Subdivision which will interfere with the rights of ingress and egress
provided for in this paragraph. Specifically,. no Owner shall erect any structure, including, without
limitation, walls, fences or paving within any areas designated on the Plat of the .Subdivision and/or
as set forth herein as a "Road Right of Way", "Utility Easement", "Common Area and/or Private
Open Space", "Drainage Ditch", or "Swale", nor shall any Owner change the grade of any such
easement area, provided however, that driveways may cross utility and drainage easements at the
front and rear of the Lots subject to prior approval of Declarant and that any planting in easement
areas shall not interfere with the applicable easement and shall be limited to grassing and small
shrubbery. Each Owner shall keep drainage ditches and swales located on such Owner's Lot free
and unobstructed and in good repair and shall provide for the installation of such culverts upon such
Lot as may be reasonably required for proper drainage. Declarant may, at its sole option, convey
any such drainage easements to an appropriate governmental entity. The easements referred to in
this paragraph are, without limitation, those shown upon the recorded plat(s) of the Subdivision; as
set out in easements of record; upon the plans of the Subdivision; as set forth herein or which are
located on, over or under the ground.
In addition to the foregoing rights reserved to Declarant, and not in .limitation thereof,
Declarant further reserves unto itself, its successors and assigns, a perpetual, alienable commercial
easement and right of ingress and egress over, upon, across and under the Common Area and all
streets and roads within the Subdivision for the purpose of providing drainage and utility
installation, construction, reconstruction, and maintenance to adjacent property now or hereafter
owned by Declarant and for the installation and maintenance of any pipes, drainways or other
installations necessary for the foregoing acid further for the installation, maintenance, repair,
replacement and operation of water lines and other utilities which serve or shall serve property
presently owned by Declarant. Declarant, its agents, contractors, servants, employees and assignees
may enter upon the easement areas for the . purposes of maintaining, repairing, replacing and
operating such water lines and other utilities and .drainage facilities and for the purpose of installing
additional utilities and drainage facilities. Declarant further reserves unto itself; its successors and
assigns, a perpetual, alienable easement and right -of way over, under and across those areas
designated as "Road Right of Way", "Common Area and/or Private Open Space", "Utility
Easement", "Drainage Ditches" or "Swales" on the plat of the Subdivision referred to in Exhibit
"A" hereto for the purpose of providing drainage of the Subdivision and lands now or hereafter
adjacent to the Subdivision or in the vicinity thereof (whether or not apart of the Subdivision) and
for the installation, repair and maintenance of pipes and other facilities necessary for such drainage.
Declarant, its agents, contractors, servants, employees and assignees may enter upon any of the
easement areas so designated on the recorded plat of the Subdivision for the purpose of maintaining,
repairing, replacing and operating any of the drainage facilities, pipes, ditches, and drainage areas
located thereon. The Owners of Lots on which such easements are located shall not interfere in any
manner with such easements or any of the facilities located therein or the access thereto. No Owner
shall erect any structure or fence within such easement areas without proper written consent of
Declarant. Declarant, its agents, employees and assignees shall have no liability for damage which
may occur to any structures, plants, trees, or other items which may be located in such utility and
drainage easements and Declarant shall have no obligation to replace any such structures which
may be removed or damaged due to maintenance, repair or other work performed in such easement
areas. Declarant further specifically reserves unto itself, its successors and assigns, perpetual,
alienable, commercial easements over and under all Lots along an area 5 feet in width inside each
side boundary line of each Lot and 15 feet along the front and rear of each Lot for the purpose of
installation, construction, maintenance, repair, replacement, use and operations of utilities and
utility systems of all kinds (including but not limited to water, sewer, electric, and natural gas),
drainage (including but not limited to storm water and surface drainage), and access. These
17

easements shall be in addition to, and not in limitation of, any and all other easements reserved unto
the Declarant herein: Declarant further reserves an easement of ingress and egress over and across
all streets and roads of the Subdivision which .such easements are..and shall be for the purpose of
ingress and egress to any property now owned or hereafter acquired by Declarant, its successors and
assigns whether or not such property is made a part of the Subdivision and whether or not such
property adjoins the Subdivision.
Section 9. Easements for Association. There is hereby reserved a general right and
easement for the benefit of the Association, its Directors, officers, agents and employees, including
but not limited to, any property manager employed by the Association and any employees of such
manager, to enter upon any Lot or any portion thereof in the performance of their respective duties.
Except in the event of emergencies, this easement is to be exercised only during normal business
hours, whenever practicable.
Section 10. Sales Offices, Rental Offices, Property. Management Offices and Construction
Offices. Notwithstanding any provisions or restrictions herein to the contrary, there is hereby
reserved for the benefit of Declarant, its successors and assigns, the perpetual, alienable and
transferable right and easement in and to the Subdivision for the maintenance of signs, sales offices,
rental offices, property management offices and construction offices, together with such other
facilities as in the sole opinion of Declarant reasonably may be required, convenient or incidental to
the completion, management, rental, improvement and/ or sale of Lots, Buildings or Common Area.
The Declarant also reserves the right to grant to any builder or. builders the right to operate and
maintain builder sales offices at any location within the subdivision upon such terms and conditions
as the Declarant in the Declarant's sole discretion may determine.
Section 11. Maintenance. Easement. Subject to the other terms of this Declaration, there is
hereby reserved for the 'benefit of the Declarant, the Association and their respective agents,
employees, successors and assigns an. alienable, transferable and perpetual right and easement to
enter upon any unimproved portions of any Lot for the purpose of landscaping, mowing, removing
rubbish and trash, so as to maintain reasonable standards of health, fire safety and appearance
within the Subdivision; provided that such easements shall not impose any duty or obligation upon
the Declarant or the Association to perform any such actions. Furthermore, there is herebv reserved
for the benefit of the Declarant, the .Association and their respective agents, employees, successors
and assigns, an alienable, transferable and perpetual right and easement, but not the obligation, to
maintain and / or repair the outer portions of any building, if the Owner shall fail to maintain such
building in keeping with the standards of the Subdivision. The cost of such maintenance and/ or
repair shall constitute a special assessment against the Lot on which the building is located and the
Owner of said Lot as provided in Article VII herein.
Section 12. Road Construction Easement. Declarant reserves..a temporary construction
easement of twenty-five (25) feet in width along both sides and running parallel to unimproved,
platted streets and roads, alleys and private lanes which easements shall expire eighteen months
after the particular road construction commences. Should it be necessary due to terrain and site
conditions, Declarant has at its sole discretion the right to extend the width of the temporary
construction easement.
Article VII
Assessment for the Maintenance and Operation of Common Areas and Facilities
IV

Section 1. Assessments. Liens and Personal Obligations Therefore and QPeration
Maintenance. of Common Area Solely -by the Association
(a) Each and every Owner of any Lot(s) within the properties, by acceptance of a deed
therefore, whether or not it shall be so expressed in any such deed or other conveyance, shall
be deemed to covenant and agree, to pay the Association: (1) annual assessments or charges;
and, (2) special assessments for capital improvements, and (3) individual assessments. Said
assessments to be fixed, established and collected from time to time as hereinafter provided.
The annual and special assessments, together with such interest thereon and costs of
collection thereof as are hereinafter provided shall be a charge on the land and shall be a
continuing lien upon the Lot(s) against which each such assessment is made. Each such
assessment, together with such interest thereon and the costs of collection thereof as are
hereinafter provided, shall also be the personal obligation of the Owner of such Lot(s) at the
time when the assessment fell due.
(b) The Assessment levied by the Association shall be used exclusively for the purpose of
promoting the health, safety and welfare of Owners of Lots in the Subdivision, and in
particular for the improvement and maintenance of the Common Area and, upon
determination by the Board of Directors, improvements located outside of the Subdivision
(including, without limitation, identification and/ or directional signage [ including
landscaping ] either exclusively or in cooperation with other association or parties) now or
hereafter designated or existing, including, but not limited to, the payment of taxes and
insurance thereon, and repair, replacement and additions thereof, the employment of
attorneys, accountants, property managers and other professionals to represent the
Association when necessary and such other needs as may arise. In the event that Declarant
performs any of the foregoing services for Association, including, but not limited to,
accounting and bookkeeping services, it shall have the right to receive a reasonable fee
therefore and such shall not be deemed to be a conflict of interest.
Section 2. Amount and Pavment of Annual Assessment The initial annual assessment
payable by each. Owner shall be $ per Lot per calendar year. Upon the closing of the
initial sale of each Lot by Declarant, the purchaser of each Lot shall pay to the Association a capital
contribution equal to 2/12a` of the then applicable Annual Assessment. The full annual assessments
shall not commence as to any Lot until the first day of the first month following the approval by the
appropriate local governing authority for use of any of the common area amenities.
The Declarant has prepared the initial budget of the Association upon which the initial
annual assessment is based, and copy is available to any Owner upon written request. It will be the
duty of the Board of Directors at least sixty (60) days prior to the first day of the Association's first
full fiscal year following the recording of this Declaration, and each fiscal year thereafter, to prepare
a budget covering the estimated Common Expenses during the coming year, such budget to include
a reserve account, if necessary, for the capital needs of the Association. Each Unit shall be equally
responsible for its proportionate share of the total Annual Assessments.
(a) Notice of Proposed Annual Assessment; Ratification. Pursuant to N.C.Gen.Stat.
Section 47F-3-103(c), the Board will cause notice of the budget and the proposed total of the Annual
Assessments to be levied against properties subject to this Declaration for the following year to be
delivered to each Owner at least thirty (30) days prior to the first day of the fiscal year for which the
budget and Assessments are established. Such notice shall set a date for a meeting of the Owners to
consider ratification of the budget, at which a quorum need not be present, and shall include a
19

statement that the budget will be ratified unless at the meeting the Owners entitled to cast sixty-
seven percent (67%) of the votes of -the Association rejects the Budget. Such meeting shall be held
not less than ten (10) nor more than sixty (60) days after mailing of said notice.
(b) Disapproval of Annual Assessments. The annual budget and Annual Assessments,
as determined by the Board of Directors will become effective unless disapproved as above
provided. In the event the proposed budget and Annual Assessments are disapproved or in the event
the Board of Directors fails for any reason to determine an annual budget and to set the Annual
Assessments, then and until such time as a budget and Annual Assessment will have been
determined as provided herein, the budget and Annual Assessments will be the budget and Annual
Assessments for the previous fiscal year.
In the event that two Lots are combined for the purpose of providing one building site, such
owner shall pay an assessment for each of the original lots as if they had not been combined.
Each annual Assessment shall be fully payable in advance on the 1st day of January each
year, but the Board of Directors of the Association shall have the option to permit payments in such
installments and at such times as it shall determine. The exact amount of each annual Assessment
shall be fixed by the Board of Directors of the Association.
The Association shall, upon demand at any time, furnish to any Owner liable for any
assessment, a certificate in writing, signed by. an officer of the Association or by the Association
Manager, setting forth whether said assessment has been paid. Such certificate shall be in
recordable form and shall be conclusive evidence of the payment status of any assessment therein
stated to have been paid.
This Section shall not be amended as provided in Article XIV, Section 11 of this
Declaration, to eliminate or substantially impair the obligation to fix the assessment at an amount
sufficient to properly maintain and operate the Common Area and perform the exterior maintenance
required to be performed by the Association under this Declaration.
Section 3. Special Assessments for Insurance and Coital Improvements In addition to the
annual assessments, the Association may levy, in any assessment year, a special assessment
applicable to that year only, for the purpose of defraying unanticipated increases in insurance costs
and for unexpected costs associated with the repair or replacement of a described capital
improvement upon the Common Area, including the necessary fixtures and personal property
related thereto. Provided that any such assessment shall have the assent of at least fifty-one (51 %)
percent of the votes of each class of Members who are voting in person or by proxy at a meeting
duly called for this purpose, written notice of which shall be sent to all Members' not less than thirty
(30) days nor more than. sixty (60) days in advance of the meeting. The due date of any specified
assessment shall be fixed in the Resolution authorizing such assessment.
Section 4. Individual Assessment. The Association may levy an individual assessment
upon any Owner to cover the costs incurred by the Association due to the Owner's failure to
maintain their Lot and improvements pursuant to the standards set forth in this Declaration, or to
reimburse the Association for any damage to any Common Area property caused by any Owner or
their tenant or invitee, or for any other purpose permitted by this Declaration or any supplemental
Declaration (the "Individual Assessments"). Individual Assessments shall be due and payable
within thirty (30) days after written notice from the Association.
911

Section 5. Paid Professional Manager. The Board of Directors of. the Association may
employ a professional manager or managerial firm to supervise all the work, labor, services and
material required in the operation and maintenance of the Common Area and in the discharge of the
Association's duties.
Section 6. Effect of Non -Payment of Assessment. The Personal Obligation of the Owner:
The Lien, Remedies of Association. If any assessment (or reimbursement under Article IV Section
2 of this Declaration) is not paid on the date when due, the such assessment shall be deemed
delinquent and shall, together with such interest thereon and cost of collection thereof as are
hereinafter provided, continue as a lien on the Lot(s) which shall bind such Lot(s) in the hands of
the Owner, his heirs, devisees, personal representatives, successors and assigns. The personal
obligation of the then Owner to pay such assessment or reimbursement, however, shall remain his
personal obligation and will pass on to his successor in title.
Any assessment not paid within thirty (30) days after the. due date shall be delinquent and
will incur a late charge in an amount as may be determined by the Board from time to time, but not
to exceed the greater of twenty dollars ($20.00) or ten percent (10%) of the amount of the unpaid
assessment, and, upon adoption of a policy therefor by the Board of Directors, will also commence
to accrue simple interest at the rate set by the Board of Directors from time to time, not to exceed
eighteen percent (18%) per annum. The Board of Directors, at its discretion, may also accelerate
the remainder of the annual assessment that is due.
In the event the Owner of any lot fails and refuses, after derand by the Association, to pay
any annual or special assessment, then the Association may bring legal action against the then
Owner personally obligated to pay the same or may enfor.M.or foreclose the lien against the Lot(s)
in the same manner as a mortgage is foreclosed; and in the event a judgment is obtained, such
judgment shall include interest on the assessment or reimbursement as above provided and
reasonable attorney's fees and late charges together with the costs of the action. The Association
may further file a notice of lien in the public records of Brunswick County, North Carolina and
enforce assessment obligations as permitted by law, including without limitation, by filing and
foreclosing a claim of lien in accordance with the procedures set forth in N.C.G.S. Section 47F-3-
116, and / or by bringing an action at law against the Owner personally obligated to pay the
assessment. Each Owner, by his acceptance of a deed to a Lot, expressly grants to and vests in the
Association or its agents the right and power to bring such action or foreclosure. Foreclosure may
be accomplished in an action brought in the name of the association in the manner that a foreclosure
of a mortgage or deed of trust would be brought under Chapter 45 of the North Carolina General
Statues, or as otherwise expressly provided by law, and each Owner grants to the Association a
power of sale in connection with any such charge or lien. The Association, acting on behalf of the
Owners, shall have the power to bid on any Lot and to acquire and hold, lease, mortgage and
convey the same. NO OWNER MAY WAIVE OR OTHERWISE ESCAPE LIABILITY FOR THE
ASSESSMENTS PROVIDED FOR HEREIN BY NON-USE OF THE COMMON AREA OR
ABANDONMENT OF HIS LOT. In accordance with the association, by and through its Board of
Directors, it shall have the authority to compromise and settle claims for assessments upon a
maiority vote upon good cause shown.
Section 7. Subordination of the Lien to Mortgages The lien of assessments (and
reimbursement) provided for herein may be placed upon any Lot held by a commercial or savings
bank, trust company, credit union, industrial loan association, insurance company, pension fund, or
business trust, including but not limited to a real estate investment trust, any other lender regularly
engaged in financing the purchase, construction, or improvement of real estate, or any assignee of
21

loans made by such lender, or any private or governmental institution or agency which has insured
the loan of any such. lender, or any combination of any of the.foregoing entities;.provided,•however,
that a sale or transfer of any Lot pursuant to a decree of foreclosure or pursuant to any proceeding in
lieu of foreclosure, shall not relieve such Lot from liability for any assessments which thereafter
become due, nor from the lien of any such mortgage or mortgages hereafter placed upon the
Properties subject to assessment.
Section 8. Exempt Property. All Common Area subject to this Declaration shall be
exempted from the assessments, charges and liens created herein.
Article VIII
Architectural Standards and Control
The Board of Directors shall have the authority and standing, on behalf of the Association,
to enforce in courts of competent jurisdiction decisions of the Committee established in Section 1 of
this Article VIII. This Article may not be amended without the Declarant's written consent, so long
as the Declarant owns any land subject to this Declaration or subject to annexation to this
Declaration.
No construction, which term shall include, without limitation, staking, clearing, excavation,
grading, and other site work, and no plantings or removal of plants, trees, or shrubs shall take place
except in strict compliance with this Article, until the requirements hereof have been fully met and
until the written approval of the Architectural Review Committee has been obtained, nor shall any
additions, modifications or alterations to any Lots or any structures upon the Lots be made without
the written approval of the Architectural Review Committee in compliance with this Article.
Section 1. Architectural Review Committee. The Architectural Review Committee (ARC)
shall have exclusive jurisdiction over all constructioni on any portion of the Properties, including but
not limited to the authority to review and approve all proposed Site plans showing where
improvements are to be erected. The ARC may prepare and, on behalf of the Board of Directors,
may promulgate Architectural Review Guidelines ("Guidelines") which may include an application
for architectural review, approvedcolor palettes, approved materials list, approved styles of
construction and/or approved plant lists and such other rules and regulations as the ARC deems
necessary. The ARC shall have sole and full authority to prepare and to amend in its sole discretion
these documents. It shall make them available to Owners, builders, and developers who seek to
engage in development of or construction upon all or any portion of the Subdivision and who shall
conduct their operations strictly in accordance therewith. As long as Declarant is the Class B
Member of the Association; the Declarant retains the right to appoint all members of the ARC,
which shall consist of at least three (3), but not more than five (5) persons. The members of the
ARC do not have to be Owners. There shall be no surrender of this right prior to that time except in
a written instrument in recordable form executed by Declarant. Upon the expiration of such right,
the Board of Directors shall appoint the members of the ARC. The ARC shall also have exclusive
jurisdiction over modifications, additions, or alterations made on or to existing Lots, Buffer Areas,
Private Open Spaces and Common Areas. The right of approval herein reserved and granted shall
include, without limitation, the right to designate or re -designate which Lot line shall be the "front"
in the case where a Lot is bordered by more than one street.
The ARC may promulgate standards and procedures governing its area of responsibility and
practice. In addition thereto, the following shall apply: Plans and specifications showing the nature,
22

kind, shape, color, size materials and location of such modifications, additions, alterations shall be
submitted in advance to the ARC for approval as- to the quality of workmanship and design and
harmony of external design with existing structures, and as to location in relation to surrounding
structures, topography, and finish grade elevation. No permission or approval shall be required to
repaint in accordance with an originally approved color scheme, or rebuild in accordance with
originally approved plans and specifications. Nothing contained herein shall be construed to limit
the right of an Owner to remodel the interior of his/ her Dwelling or to paint the interior any color
desired. In the event the ARC fails to approve or to disapprove such plans or to request additional
information reasonably required within forty-five (45) calendar days after submission, the plans
shall be deemed approved; provided, however, that no such failure to act shall be deemed an
approval of any matters specifically prohibited by any other provision of this Declaration. Refusal
or approval of plans, specification and plot plans or any of them may be based on any grounds,
including purely aesthetic grounds, which, in the sole and uncontrolled discretion of the ARC, may
deem sufficient. The approvals required pursuant to this Article shall be in writing and are in
addition to any approvals required by other applicable government authority.
Nothing in this Declaration shall be construed to prohibit the ARC from promulgating
different Guidelines and / or Procedures for each Phase or portion thereof the Properties and the
ARC is specifically authorized to do so. Additionally, all reasonable costs incurred by the ARC in
reviewing and approving applications to the ARC shall be the responsibility of the applicant. Unless
specifically waived by the ARC, all applications and submissions of plans for approval by the ARC
must be accompanied by an architectural review fee of $500.00 or such other sum as is established
by the ARC from time to time.
Actual construction of Dwellings and other improvements shall be the responsibility of the
Owner of the Lot and the Owner's builder. Any permission granted for construction under this
covenant and any designations for approved licensed contractors shall not constitute or be construed
as an approval, warranty or guaranty, expressed or implied, by the Declarant or the ARC or its
designated agent of the structural stability, design or quality of any building or other improvement
or of the contractor who constructs such buildings or other improvements.
Section 2. Buildings, Fences, Walls, etc. No building, fence, wall, deck. trellis, gazebo,
boathouse, or other structure, and no change in topography, landscaping, or any other item
originally approved by the ARC, shall be commenced, erected, or maintained upon the Properties,
nor shall any exterior addition to or change be made until the plans and specifications showing the
nature, kind, shape, height, materials, color, and locations of the same shall have been submitted to
and approved in writing as to the harmony of the external design and location in relation to the
surrounding structures and topography by the ARC. Any change in exterior appearance of the
landscaping shall be deemed an alteration requiring approval.
Section 3. Docks, Piers, Landings, Wharfs and Seawall/ Bulkheads No dock, pier, landing,
wharf, seawall/ bulkhead or other structure shall be constructed, placed or allowed to remain on any
body of water, water course or the Intracoastal Waterway, unless approved in writing by the
Declarant.
5�;,t��,�, '1. r:;,�,;,i; �'• +, cr _: ^: . r,, All construction within Waterwa
Cove shall comply with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulation
which is intended to ensure ongoing compliance with State Stormwater Management Permit
Number , as issued by the Division of Water Quality under NCAC
2H.1000 applicable to wet detention ponds in the Subdivision (the "Permit"), Each wet detention
23

pond includes a specified drainage area that limits the area that may be built upon with impervious
surfaces (each a "Drainage Area"), -The built -upon area ("BUA") of each Lot in the Subdivision
within each approved Drainage Area must be limited so the overall maximum allowable BUA for
that Drainage Area is not exceeded.
(a) Stormwater Restrictions. The ARC shall implement, comply with and enforce the
following standards with respect to the exercise of its powers and the review and approval of
all improvements to be developed, constructed and reconstructed on the property.
(i) The ARC shall have the authority to review and approve, or disapprove as needed,
Lot plans and to establish the BUA limit for each Lot based on the- approved Permit BUA
allowances for each Drainage Area (see 4(b) below). The ARC shall remain a viable
entity and may not be dissolved or relieved of its authority with respect to setting and
tracking BUA requirements and compliance, respectively, unless and until a Permit
transfer of ownership, submitted by the current Permit holder, is approved by the North
Carolina Division of Water Quality (the "DWQ").
(ii) The ARC shall keep track of each individual Lot's BUA and will provide to DWQ
every six (6) months an updated list of each Lot''s recorded BUA. Upon assignment of all
BUA for each Lot in Waterway Cove within the permitted areas, a final list of recorded
BUA for each Lot will be provided to DWQ. The ARC will ensure that the total
proposed BUA within each Drainage Area complies with the permitted maximum BUA
for the Drainage Area in which the. Lot is located. As outlined in the Permit (Stormwater
Permit NO.
BUA for Drainage Area I will not Exceed
BUA for Drainage Area II will not exceed
The amount of BUA allocated to a Lot shall be at the sole discretion of the ARC, subject
to the requirements of the Permit, and, by purchasing a Lot, each Lot Owner agrees to
comply with the maximum BUA established for the Lot by the ARC.
(iii) The ARC shall not modify or approve a change to any Drainage Area from the
approved plans for the Drainage Area without prior approval of DWQ. The process for
acquiring this approval willbe through the submittal of an application for a Permit
modification.
(iv) The covenants set forth in this Declaration are intended to ensure ongoing
compliance with the Permit, as issued by DWQ under NCAC . The State of
North Carolina is hereby made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Permit.
(b) Enforcement. The failure of any Lot Owner to comply with a provision of this
restriction shall provide the ARC the right to bring legal action at law or in equity,
including an action for injunctive relief, damages or a combination thereof to enforce the
provisions of this covenant against the violating Owner. All costs and expenses incurred
by the ARC in terminating or resolving a violation of this covenant, inclusive of
reasonable attorney's fees (whether or not litigation is instituted) and court costs shall be
the responsibility of the Owner determined by the ARC to be in violation. Collection of
such reasonable attorneys' fees, costs and damages may be enforced by any method
24

described in this covenant (including providing for the collection of Assessments), by a
civil action to collect the debt, or as otherwise provided by law.. Failure by the ARC to
enforce any provision contained in this covenant shall in no event be deemed a waiver of
the right to do so thereafter or preclude any other Person, including DWQ, from
enforcing such violation pursuant to this Section. All rights and remedies set forth in
this covenant shall be in additional to , and not exclusive of, all rights and remedies that
may be enforced by the ARC, the Association and/or any Owner as provided in this
Declaration.
Section 5. Compliance with Wetland & Buffer Regulations.
In accordance with Title 15A NCAC 2H .500, it has been determined that "A portion of
some lots located in the Waterway Cove Subdivision, Brunswick County, North Carolina,
as shown on plans prepared by The John R. MacAdams'Company meet the requirements
for the designation as a wetland, stream, or protected stream buffer. The areas shown in the
recorded plat Waterway Cove, , recorded at the Register of Deeds
Brunswick County as conservation areas shall be maintained in
perpetuity in their natural or mitigated condition. No person or entity shall perform any of
the following activities on such conservation area -
(a) fill, grade, excavate or perform any other land disturbing activities;
(b) cut, burn, remove, or harm any vegetation;
(c) construct or place any roads, trails, walkways, buildings, mobile homes, signs,
utility poles or towers, or any other permanent or temporary structures;
(d) drain or otherwise disrupt or alter the hydrology or drainage ways of the
conservation area;
(e) dump or store soil, trash, or other waste;
(f) graze or water animals, or use for any agricultural or horticultural purpose; and
(g) this covenant is intended to ensure continued compliance with mitigation conditions
of a Clean Water Act authorization issued by the United States of America, U.S. Army
Corps of Engineers, Wilmington District, Action ID, and therefore may be enforced by the
United States of America. This covenant is to run with the land, and shall be binding on the
Owner, and all parties claiming use of it." This language cannot be amended without the
express written consent of the U.S. Army Corps of Engineers, Wilmington District. U.S.
Army Corps of Engineers, reference Permit #:
Section 6. Notice of Land Use Restrictions. Land use on private lots is subject to Federal,
State, and Local laws and regulations. Some uses may be restricted due to inclusion of, or
proximity to, land or waters with the following designations: wetlands, flood prone areas, areas of
environmental concern, outstanding resource waters, primary nursery areas, and Neuse River Basin
SA stream classification. Other designations or restrictions may apply.
All Property within Waterway Cove shall be subject to the conditions of the following
permits which have been issued to Declarant and approved for the project:
(a) Waste Water Treatment Permit #
(b) Waste water Collection System #
(c) NCDOT Access Permit #:
25

(d)
(e)
M
(g)
NCDOT WWTP Access #Permit:
CAMA Permit #:
Storm Water Permit #
State Water Extension Approval #:
Erosion & Sediment Control M
Section 7. Declarant's right to exercise Architectural Review Authority. Notwithstanding
the above sections, Declarant, in Declarant's sole judgment and discretion, reserves the right and
option to exercise Architectural Review Authority without establishing an ARC until such time as
Declarant relinquishes Class B membership status.
Section 8. Construction Bonds.
(a) Contractor Performance Bond. If required by the ARC, prior to commencement of
work, builders will be required to post a Contractor Performance Bond with the ARC in the
amount of $1000.00 or such other sum as is established by the ARC from time to time, to
ensure that the contractor, during construction, keeps the property in a neat, clean,
workmanlike manner and to ensure that the contractor completes improvements in
accordance with the approved plans and specifications. Should the same not be done at the
end of any business day or at the end of construction, as appropriate, some or all of the bond
may be used to bring the contractor into compliance with approved plans, and for any
necessary site maintenance. Any portion of the Contractor Performance Bond remaining at
the end of the construction and issuance of the certificate of occupancy will be refunded to
the builder/ contractor.
(b) Contractor Road Bond. If required by the ARC, prior to commencement of
construction, the Contractor shall submit a $2,500.00 road bond, or such other sum as is
established by the ARC from time to time to ensure that streets and curbs in front of subject
lot are maintained, throughout the construction process, in the same good quality condition
as they were in when construction began and to ensure that the proper reseeding, and clean-
up of right-of-ways and drainage swales for any damage by contractor and its agents. Any
portion of the road bond not applied to necessary repairs will be refunded at the end of
construction.
Section 9. Variances. The ARC may authorize variances from compliance with any of the
architectural provisions of this. Declaration or the Architectural Review Guidelines, including
without limitation restrictions upon height, size or placement of structures, or similar restrictions,
when circumstances such as topography, natural obstructions, hardship, aesthetic or environmental
considerations may require. Such variances must be evidenced in writing and must be signed by at
least two (2) members of the ARC and shall be effective upon delivery to the Owner. If such
variances are granted, no violation of this Declaration shall be deemed to have occurred with
respect to the matter for which the variance was granted. The granting of such variance shall not
operate to waive any of the terms and provisions of this Declaration or the Architectural Review
Guidelines for any purpose except as to the particular Lot and improvements and the particular
provision covered by the variance, nor shall it affect in any way the Owner's obligation to comply
with all Governmental laws and regulations affecting the use of the Owner's Lot, including but not
limited to zoning ordinances and setback requirements imposed by Brunswick County or the City of
Ocean Isle Beach.
26

Section 10. Diligent Construction. All construction, landscaping or other work which has
been commenced on any Lot must be continued with reasonable diligence to completion and no
partially completed House or other Improvement shall be permitted to exist on any Lot except
during such reasonable time period as is necessary for completion. All construction must be
completed within one (1) year after the date upon which it commenced, unless a longer time is
approved by the Architectural Review Committee. Any damage to the roadways curbs or sidewalks
or any part of the Common Area or any utility system caused by an Owner or Owner's builder or
his subcontractors shall be repaired by such responsible Owner. Any builder of Improvements and
his subcontractors on any portion of the Property shall keep such portion of the Property free of
construction debris, in accordance with the construction rules established by the Architectural
Review Committee or, in the absence of such rules, in accordance with standard construction
practices, and shall similarly keep the ponds and contiguous public and private areas free from any
dirt, mud, garbage, trash, or other debris which is occasioned by construction of Improvements. The
Board may levy a Special Individual Assessment against an Owner's property in the Subdivision to
pay for the cost of repairing any damage to roadways, curbs or sidewalks or any part of any
roadway, common area, or utility system, to pay for the cost of cleaning public and private areas,
including the roadways in the Subdivision and to pay for the cost of the removal of garbage, trash or
other debris, which are occasioned by the activities of an Owner or Owner's builder or his
subcontractors during the construction of Improvements.
Section 11. Commencement of Dwelling and other Construction Notwithstanding
anything to the contrary herein stated, construction of a Dwelling- on a Lot must be commenced
within five (5) years from the date that a county building permit would have first been available for
that particular Lot. In the event an Owner has not .commenced construction within five (5) years
from the date that a county building permit would have first been available for that particular Lot,
the Declarant or the Association may still enforce this provision requiring construction of a
Dwelling to commence within five (5) years from the date that a county building permit would have
first been available for that particular Lot by means of levying fines and/or pursuing an action at law
or in equity to require compliance with this covenant.
Article IX
Exterior Maintenance, Reasonable Access and Maintenance of Common Area
Section 1. Exterior Maintenance. The Association shall maintain the grounds on each Lot
at all times in a neat and attractive manner. The Declarant or the Association, and its assigns, after
giving the owner 10 days written notice sent to his last known address, or to the address of the
subject premises may enter upon such Lot(s) to remove any trash, debris or garbage which has
collected on said Lot(s) without such entrance and removal being deemed a trespass, all at the
expense of the Owner of said Lot. The Owner shall maintain the structures on the grounds of each
Lot. Upon the Owner's failure to maintain any structure in good repair and appearance, the
Association may, at its option, after giving the Owner thirty (30) days written notice sent to the
Owner's last known address, make repairs and improve the appearance in a reasonable and
workmanlike manner. The cost of any of the work performed by the association upon the Owner's
failure to do so shall be immediately due and owing from the Owner of the Lot and shall constitute
an assessment against the Lot on which the work was performed, collectible in a lump sum secured
by a lien against the Lot as herein provided.
27

Section 2. Access at Reasonable Hours. For the purpose of performing its function under
this or any other Article of-the.Declaration, and to make necessary surveys in connection therewith,
the Association, by its duly authorized agent and employees, or Declarant during the period of
development, shall have the right to enter upon any Lot at reasonable hours, on any day except
Sundays and holidays, on reasonable prior notice.
Section 3. Maintenance of Common Area. It shall be the responsibility of the Association
to maintain the Common Area. However, should the Declarant (prior to conveyance to the
Association) or the Association (after the termination of the Class B status of Declarant), decide to
transfer any portion or all of the areas designated or to become, by conveyance, Common Area to
governmental authority, as they have the right to do, such duty to maintain .same shall cease as to
that portion so transferred.
Section 4. Removal of Obstructions. Debris, and Materials. The Association may remove
any obstruction of any nature located within the road -right-of-ways or other Common Area
including trees and shrubs which, in the opinion of the Association, either might produce a hazard
or might interfere with the maintenance of the roads.
Article X
Phased Development
Section 1. Initial Phase. The real property which is, and shall be held, transferred, sold,
conveyed and occupied subject to this Declaration and known as Phase I is located in Brunswick
County, North Carolina, and is more particularly described on Exhibit " A" attached hereto and
made a part and parcel hereof.
Section 2. Additional Phases. The Declarant may, at its option, from time to time bring
other land under the provisions hereof by recording a Supplemental Declaration(s) stating its
intention to so incorporate additional real estate. Declarant may incorporate such additional land
under the provisions hereof in any number of additional phases as it may so desire and may, in its
discretion, change the character or nature of such future chases, including but not limited to
changing the architectural theme, building materials, elevations, and minimum square footage
requirements for buildings: Such Supplemental Declaration(s) shall not require the vote or consent
of the Association or any Owner. Any such Supplemental Declaration(s) shall be effective upon the
filing thereof in the public records of Brunswick County, North Carolina. Such Supplemental
Declaration shall describe the real property to be brought under the provisions hereof. Declarant
may bring such additional real estate under the terms hereof either in whole or in part and may do so
in multiple phases. Upon the Declarant's election to incorporate additional real estate hereunder, all
of such real estate so incorporated shall be as fully covered hereby as if a part of the original
Subdivision. All property so incorporated shall be subject to all the declarations, covenants,
easements, liens, restrictions and duties as herein contained, together with such additional
restrictions and obligations as Declarant may impose on the land being submitted to the provisions
of this Declaration by such Supplemental Declaration(s). Declarant shall have the unilateral right to
transfer to any other person or entity the said right to submit additional property to the provisions of
this Declaration. Declarant shall have no obligation to develop any land adjoining the Subdivision
in accordance with this Declaration and may develop same in any manner it may desire and further,
Declarant, in the event that it should decide to develop any additional land located adjacent to the
Subdivision, in its sole discretion, shall have no obligation to make same a part of the Subdivision
or subject to this Declaration. THE DECLARANT SHALL BE UNDER NO OBLIGATION TO
M.

DEVELOP ADDITIONAL PHASES AND NONE OF THE REMAINING PORTION OF THE
PROPERTY DESCRIBED HEREIN SHALL BE DEEMED A PART OF ANY SCHEME OF
DEVELOPMENT UNIT ACTUALLY BROUGHT UNDER THESE RESTRICTIONS AS
HEREIN PROVIDED. THE RIGHT TO ADD FUTURE PHASES SHALL TERMINATE 10
YEARS FOLLOWING THE DATE OF THIS DECLARATION.
Section 3. Reservation of Additional Easement and Rights. Declarant reserves for itself and
its successors and assigns as developer (and all conveyances by Declarant to Association of
Common Area shall be deemed to automatically reserve) easements over, under and across all
Common Area for ingress and egress and for construction and completion of construction and
development of future phases including, without limitation, easements for the installation,
construction, reconstruction, repair, maintenance and operation of all utility services; said
easements to be in addition to and not in lieu of any other rights or easements reserved by Declarant
herein or in any supplement hereto or any other conveyance by or to Declarant or its predecessors in
title.
Section 4. Extension of Roads. Declarant shall have the right, but shall have no obligation,
to extend any street or road now or hereafter within the Subdivision, without seeking the approval
of Association or any other party, for the purpose of serving additional phases of the Subdivision
and/ or for serving other parcels of property not included within. the Subdivision.
Section 5. Voting Rights. As each phase, if any, is added to the Subdivision, the Lots
comprising such additional phase shall be counted for the purpose of voting rights.
Section 6. Identification of AdditionalPhases. Nothing in this Declaration shall prohibit
Declarant from naming or identifying any Phase or portions thereof by a name other than
"Waterway Cove" and any such other designation shall in no way prejudice the rights or obligations
under this Declaration of any Owner of any Lot in any such section or Phase.
ARTICLE XI
Rights of Mortaizees
Rights of Mortgagees of Third Parties. Should a mortgagee or third party acquire the rights
of Declarant, by way of foreclosure or otherwise in adjoining or neighboring property contained
within the property contiguous to the property subject to this declaration, as same may exist from
time to time, it shall be allowed full use of all rights, easements, rights -of -way and utilities
contained within the `Subdivision for the purpose of serving such adjoining or neighboring areas.
These rights shall also inure to the benefit of Declarant should it retain or be the Owner of any
portion of said property. Any of such parties may elect to bring additional phases under this
Declaration.
ARTICLE XII
Insurance and Casualty Losses
Section 1. Insurance. Association's Board of Directors, or its duly authorized agent, shall
have the authority to and shall obtain blanket all-risk insurance, if reasonably available, for all
insurable improvements on the Common Areas. If blanket all-risk coverage is not reasonably
29

available, then, at a minimum, an insurance policy providing fire and extended coverage shall be
obtained., This insurance shall be in an amount (as determined , by the insurance underwriter)
sufficient .to cover one hundred (100%) percent of the replacement cost of- any repair or
reconstruction in the event of damage or destruction from any insured hazard.
The Board shall also obtain a public liability policy covering the Common Areas,
Association, and its Members for all damage or injury caused by the negligence of Association or
any of its Members or agents. The public liability policy shall have at least a One Million and
No/100 ($1,000,000.00) Dollar single person limit with respect to bodily injury and property
damage, a Three Million and No/100 ($3,000,000.00) Dollar limit per occurrence, and a Five
Hundred Thousand and No/100 ($500,000.00) Dollar minimum property damage limit.
Premiums for all insurance required under this Section shall be common expenses of the
Association. This policy may contain a reasonable deductible and the amount thereof shall be added
to the face amount of the policy in determining whether the insurance at least equals the full
replacement cost. The deductible shall be a common expense of Association.
Cost of insurance coverage obtained by Association for the. Common Area shall be included
in the assessment.
All such insurance coverage obtained by the Board of Directors shall be written in the name
of the Association as Trustee for the respective benefited parties, as further identified in (b) below.
Such insurance shall be governed by the provisions hereinafter set forth:.
(a) All policies shall be written with a. company licensed to do business in North Carolina
which holds a Best's rating of A or better as is assigned a financial size category of XI or
larger as established by A. M. Best Company, Inc., if reasonably available, or, if not
available, the most nearly equivalent rating;
(b) All policies on the Common Area shall be for the benefit of the Association and
Declarant shall be named as additional insured;
(e) Exclusive authority to adjust losses under policies in force on the Common Areas
obtained by Association shall be vested in Association's Board of Directors;
(d) In no event shall the insurance coverage obtained and maintained by Association's
Board of Directors hereunder be brought into contribution with insurance purchased by
individual Owners; and
(e) Association's Board of Directors shall be required to make every reasonable effort to
secure insurance policies that will provide for the following:
i) a waiver of subrogation by the insurer as to any claims against Association's Board
of Directors, its manager, and Owners and their respective tenants, servants, agents, and
guests;
ii) that no policy may be canceled, invalidated, or suspended on account of the conduct
of any director, officer, or employee of Association or its duly authorized manager
without prior demand in writing delivered to Association to cure the defect and the
30

allowance of a reasonable time hereafter within which the defect may be cured by
Association, its -manager, its Owner, or mortgage; • .
iii) that any "other insurance" clause in any policy exclude iidividual Owner's policies
from consideration; and
iv) that no policy may be canceled or substantially modified without at least ten (10)
days' prior written notice to Association.
In addition to the other insurance required by this Section, the. Board shall obtain, as a
common expense, worker's compensation insurance, if and to the extent necessary, and a fidelity
bond or bonds on directors, officers, employees, and other persons handling or responsible for the
Association's funds. However, no fidelity bond shall be required as long as the Class B Member
exists. The amount of fidelity coverage shall be determined in the Directors' best business judgment
but may not be less then three (3) months' assessments, plus reserves on hand. Bonds shall contain a
waiver of all defenses based upon the exclusion of persons serving without compensation and may
not be cancelled or substantially modified without at least ten (10) days' prior written notice to the
Association.
The Association may purchase officers' and directors' liability insurance, if reasonably
available, and the Board of Directors of Association approves the purchase of same. However,
every director and every officer of the Property Owners Association shall be indemnified by
Association against all expenses and liabilities, including attorneys fees, reasonably incurred by or
imposed upon him/her in connection with any proceeding to which he/she may be a party, or in
which he/she may be become involved by reason of his/her being or having been a director or
officer of Association, whether or not he/she is a director or officer at the time such expenses are
incurred, except in such cases wherein the director or officer is adjudged guilty of willful
misfeasance or malfeasance in the performance of his duties; provided, that in the event of any
claim for reimbursement or indemnification hereunder based upon a settlement by the director or
officer seeking such reimbursement or indemnification, the indemnification herein shall only apply
if the Board of Directors approves such settlement and reimbursement as being in the best interest
of Association. The foregoing right of indemnification shall be in addition to and not exclusive of
all other rights to which such director or officer may be entitled.
Section 2. Disbursement of Proceeds. Proceeds of insurance policies shall be disbursed as
follows:
(a) If the damage or destruction for which the proceeds are paid is to be repaired or
reconstructed; the proceeds, or such portion thereof as may be required for such purpose,
shall be disbursed in payment of such repairs or reconstruction as hereinafter provided. Any
proceeds remaining after defraying such costs of repairs or reconstruction to the Common
Area or, in the event no repair or reconstruction is made, shall be retained by and for the
benefit of Association and placed in a capital improvements account.
(b) If it is determined, as provided in Section 4 of this Article, that the damage or
destruction to the Common Area for which the proceeds are paid shall not be repaired or
reconstructed, such proceeds shall be disbursed in the manner provided for excess proceeds
in Subsection (a) above. However, repair or replacement of the affected Common Area must
be made unless prevented by law or governmental rule or regulation.
31

Section 3. Damage and Destruction.
(a) Immediately after the damage or destruction by fire or other casualty to all or any part
of the Properties covered by insurance written in the name of Association, the Board of
Directors, or its duly authorized agent, shall proceed with the filing and adjustment of all
claims arising under such insurance and obtain reliable and detailed estimates of the cost of
repair or reconstruction of damaged or destroyed Common Areas. Repair or reconstruction,
as used in this paragraph, means repairing or restoring the Common Areas to substantially
the same condition in which they existed prior to the fire or other casualty.
(b) Any damage or destruction to the Common Area shall be repaired or reconstructed
unless the Voting Members representing at least eighty (80%) .percent of the total vote of the
Association, shall decide within sixty (60) days after the casualty not to repair or
reconstruct. If for any reason either the amount of the insurance proceeds to be paid as a
result of such damage or destruction, or reliable and detailed estimates of the cost of repair
or reconstruction, or both, are not made available to the Association within said period, then
the period shall be extended until such information shall be made available; provided,
however, such extension shall not exceed. sixty (60) additional days. No mortgagee shall
have the right to participate in the determination of whether the Common Area damaged or
destroyed shall be repaired or reconstructed.
(c) In the event that it should be determined in the manner described above that the damage
and destruction shall not be repaired- or reconstructed and no alternative improvements are
authorized, then, and in that event, the affected portion of the Common Area shall be
restored to their natural state and maintained by Association in a neat and attractive
condition.
Section 4. Repair. and Reconstruction. If the damage or destruction for which the insurance
proceeds are paid is to be repaired or reconstructed, and such proceeds are not sufficient to defray
the cost thereof, the Board of Directors shall, without the necessity of a vote of the Members, levy a
special assessment against all Owners in proportion to the number of Lots owned; provided, if the
damage or destruction involves a Lot(s), only Owners of the affected Lot(.-,) shall be subject to such
assessment. Additional assessments may be made in like manner at any time during or following the
completion of any repair or reconstruction.
ARTICLE XIII
Dilute Resolution and Limitation on Liti ag tion
Section 1. Ageement to Avoid Litigation. The Declarant, the Association, its officers,
directors. and committee members, all Persons subject to this Declaration, any Builder, and any
Person not otherwise subject to this declaration who agrees to submit to this Article (collectively,
"Bound Parties") agree to encourage the amicable resolution of disputes involving the Subdivision,
without the emotional and financial costs of litigation. Accordingly, each Bound Party covenants
and agrees that those claims, grievances or disputes described in Section 2 below ("Claims") shall
be resolved using the procedures set forth in section 3 below in lieu of filing suit in any court.
Section 2. Claims Unless specifically exempted below, all claims, grievances or disputes
arising out of or relating to the interpretation, application or enforcement of the Governing
Documents, or the rights, obligations and duties of any Bound Parry under the Governing
32

Documents or relating to the design or construction of improvements on the Properties shall be
subject to the provisions of Section 3 below.
Notwithstanding the above, unless all parties thereto otherwise agree, the following shall not
be Claims and shall not be subject to the provision of Section 3 below:
(a) any suit by the Association against any Bound Party to enforce the provisions of Article
VII (Assessments for the Maintenance and Operation of Common Area and Facilities);
(b) any suit by the Association to obtain a temporary restraining order, or other mandatory
or prohibitive equitable relief, and such other ancillary relief as permitted to enforce the
provisions of Article II (Uses of Property) or VIII (Architectural Standards and Control);
(c) any suit in which any indispensable party is not a Bound Party; .and
(d) any suit which otherwise would be barred by any applicable statute of limitations.
With the consent of all parties thereto, any of the above may be submitted to the alternative
dispute resolution procedures set forth in Section 3 below.
Section 3. Mandatory Procedures.
(a) Notice. Any Bound Party having -a Claim ("Claimant") against any other Bound Party
("Respondent") (collectively the "Parties") shall notify each Respondent in writing (the
"Notice"), stating plainly and concisely;
i) the nature of the Claim, including the Persons involved and Respondent's role in the
Claim;
ii) the legal basis of the Claim (i.e., the specific authority out of which the Claim
arises);
iii) claimant's proposed remedy; .and
iv) that Claimant will meet with Respondent to discuss in good faith ways to resolve the
Claim.
(b) Negotiation and Mediation.
i) The Parties shall make every reasonable effort to meet in person and confer for the
purpose of resolving the Claim by good faith negotiation. If requested in writing,
accompanied by a copy of the Notice, the Board may appoint a representative to assist
the Parties in resolving the dispute by negotiation.
ii) If the Parties do not resolve the Claim within thirty (30) days of the date of the
Notice (or within such other period as may be agreed upon by the Parties)
("Ten-nination of Negotiations"), Claimant shall submit the Claim to mediation under
the auspices of any North Carolina dispute resolution center or such other independent
agency providing similar services upon which the Parties mutually agree.
33

iii) Any settlement of the Claim through mediation shall be documented in writing by
the mediator. If the Parties do -not settle the Claim within thirty (30) days after
submission of the matter to the mediation process, or within such time as determined
by the mediator, the mediator shall issue a notice of termination of the mediation
proceedings ("Termination of Mediation"). The Termination of Mediation notice shall
set forth that the Parties are at an impasse and the date that mediation was terminated.
iv) Within five days after the Termination of Mediation, the Claimant shall make a final
written settlement demand ("Settlement Demand") to the Respondent and the
respondent shall make a final written settlement offer ("Settlement Offer") to the
Claimant. If the Claimant fails to make a Settlement Demand, Claimant's original
Notice shall constitute the Settlement Demand. If the Respondent fails to make a
Settlement Offer, Respondent shall be deemed to have made a "zero" or "take nothing"
Settlement Offer.
v) If the Claim cannot be resolved after final Settlement Demand and counteroffer, the
Claimant shall be entitled to file an action at law or in equity in the appropriate legal
forum to seek redress for his grievance,
Section 4. Allocation of Costs of Resolving Claims
(a) Subject to Section 4(b), each Party shall bear its own costs, including any attorney's
fees incurred, and each Party shall secure equally all charges rendered by the mediator(s)
and all filing fees and costs of conducting the arbitration proceeding ("Post Mediation
Costs").
(b) In the event a Claim is submitted to the courts as authorized above, the prevailing party
shall be entitled to recover his post -mediation attorney's fees and costs incurred in
prosecuting or defending the Claim.
Section S: Enforcement of Resolution. If the parties agree to resolve any Claim through
negotiation in accordance with Section 3(b) and any Party thereafter fails to abide by the terms of
the agreement reached through negotiation, then the other Party may file suit or initiate
administrative proceedings to enforce the agreement without the need to again comply with the
procedures set forth in Section .3. In such event, the Party taking action to enforce the agreement is
entitled to recover from the noncomplying Party (or if more than one noncomplying Party, from all
the Parties pro rata) all costs incurred in enforcing the agreement, including, without limitation,
attorney's fees and court costs.
Article XIV
General Provisions
Section l . Enforcement. Subject to the provisions of Article XIII hereof, in the event of a
violation or breach of any of these restrictions by any Owner or agent, or agent of such owner,
Owners of Lots in the subdivision, or any of them, jointly or severally, Declarant, and/or
Association shall have the right to proceed at law or in equity to compel a compliance to the terms
hereof or to prevent the violation or breach in any such event or to recover damages. In addition to
the foregoing, Declarant, its successors and assigns, shall have the right, but shall be under no

obligation, whenever there shall have been built on any property where such violation exits and
summarily.abate or remove .the same at the expense of Owner if, after thirty (30) days written notice
of such violation, it shall not have been correct by Owner. Any such entry and abatement or
removal shall not be deemed a trespass. The failure to enforce any rights, reservation, restriction, or
condition contained in this Declaration, however, long continued, shall not be deemed a waiver of
the right to do so hereafter as to the same breach or as to a breach occurring prior or subsequent
thereto and shall not bar or affect its enforcement. Should Declarant or Association employ counsel
to enforce any of the foregoing covenants, condition, reservations, or restrictions because of a
breach of the same, all costs incurred in such enforcement, including a reasonable fee for
Declarant/Association's counsel, shall be paid by Owner of such Lot or Lots in breach thereof. Any
amount assessed hereunder shall constitute a lien on such Lot and shall be enforceable as herein
provided. Failure of Declarant, Association, or any Owner to enforce any covenant or restriction
contained herein shall not be deemed a waiver of the right to do so thereafter. In addition, the
Board of Directors shall have the authority to enforce the Covenants and restrictions, including
reasonable rules and regulations as outlined in the By -Laws.
Section 2.
vines ana suspension of services under N.C.U.S Section 47F-3-10201) or (12:) and N C G S
Section 47F-3-107.1. In addition to all other remedies; in the sole discretion of the Board of
Directors of the Association, a reasonable fine or fines may be imposed upon an Owner for failure
of an Owner, his family, guests, invitees, lessees or employees to comply with any covenant,
restriction, rule, or regulation, provided notice and hearing procedures set out in N.C.G.S. are
followed. Once imposed, fines shall be treated as an assessment subjectto the provisions for the
collection of assessments. The Association may conduct any administrative proceedings permitted
or provided for under the Declaration, the Act or as otherwise provided by law, including without
limitation, the right of the Association, after notice and an opportunity to be heard, to (1) impose
reasonable fines for violations of the. Declarations, Bylaws, rules and regulations of the Association,
or (2) to suspend privileges or services provided by the Association (except rights of access to lots)
for reasonable periods for violations; of the Declaration, Bylaws, and rules and regulations of the
Association or during any period that assessments or other amounts due and owing to the
Association remain unpaid for a period of thirty (30) days or longer. Prior to pursuing the
imposition of a fine or the suspension of privileges or services as allowed by the Act and as
provided herein, the offending Owner will be notified and given ten (10) days in which to cure his
violation or nonpayment. In the event the violation or nonpayment is not cured within this ten (10)
day period, a hearing shall be held before an adjudicatory panel appointed by the Board to
determine if the offending Owner should be fined or if privileges or services should be suspended.
If the Board fails to appoint an adjudicatory panel to hear such matters, hearings shall be held
before the Board. The offending Owner charged shall be given notice of the charge, an opportunity
to be heard and to present evidence and notice of the decision. If it is decided that a fine should be
imposed, a fine not to exceed one hundred dollars ($100.00) may be imposed for the violation and
without further hearing, for each day after the decision that the violation occurs; provided, however,
that fines imposed shall be subject to the following minimums:
(a) The fine for the first violation or the first day of any continuing or repetitive violation
shall not be less than $25.00.
(b) The fine for the second violation or the second day of any continuing or repetitive
violation shall not be less than $50.00.
M,

(c) The fine for the third violation or the third day and subsequent days of any continuing
or repetitive violation shall not be less than $100.00.
Fines imposed shall be assessments secured by liens under N.C.G.S. Section 47-3-116. If it
is decided that a suspension of privileges or services should be imposed, the suspension may be
continued without further hearing until the delinquency is paid if imposed pursuant to N.C.G.S.
Section 47F-3-102(11) or until one violation is cured or sixty (60) days, whichever is longer, if
imposed pursuant to N.C.G.S. Section 47F-3-102(12).
The Association may institute actions or proceedings permitted by law or the Act to collect
any sums due and owing to it.
Section 3. Responsibility of Declarant. Declarant herein shall not in any way or manner be
liable or responsible for any violation of these restrictions by any person other than itself. In
addition, nothing contained in this Declaration shall be deemed to be a representation by Declarant
with regard to the requirements of any governmental authority and it shall be the duty of each
Owner to comply with any such requirements in addition to the provisions of this Declaration.
Section 4. Rule Against Perpetuities. In the event that any of the provisions hereunder are
declared void by a court of competent jurisdiction by reason of the period of time herein stated for
which the same shall be effective, then, in the event such term shall be reduced to a period of time
which shall not violate the rule against perpetuities or any other law of the State of North Carolina,
and such provision shall be fully effective for said reduced period of tune.
Section 5. Binding Effect. All covenants, conditions, limitations, restrictions, easements,
and affirmative obligations set forth in this Declaration shall be Binding on the Owners of the Lot(s)
and their respective heirs; successors, and assigns, and run with the land. All rights, easements and
agreements reserved by or granted to Declarant herein shall inure to the benefit of Declarant, its
successors and assigns including, without limitation, the right to develop and submit additional
phases. Declarant reserves the right in addition to all. other rights of Declarant, to assign its right of
consent and approval as set out in this Declaration and any amendment hereto or supplement
thereof, to the Association, or any assignee of Declarant's development rights. At such time as
Declarant, its successors and assigns no longer owns any Lots or property in the Subdivision, any
right of approval reserved to Declarant by this Declaration shall be exercised by the Association.
Section 6. The Project. The term "Waterway Cove", "Project", "Properties", "Subdivision"
or any synonymous term shall be deemed to mean the Lots designated on the recorded plats of the
Project, together with any common areas designated as such. No areas lying outside of these Lots,
designated areas and streets shall be considered a part of the Project unless and until such area has
been submitted to the terms and provisions of this Declaration in accordance with the terms hereof.
Section 7. Duration. The covenants and restrictions of this Declaration shall run with and
bind the land and shall inure to the benefit of and be enforceable by Declarant, Association, or
Owner of any land subject to this Declaration, and their respective legal representativcs, heirs,
successors, and assigns. The covenants and restrictions of this Declaration may be terminated only
by agreement of Owners to which at least ninety percent (90%) of the votes in the Association are
allocated.
Section 8. Notice. Any notice required to be sent to any Member or Owner under the
provisions of this Declaration shall be deemed to have been properly sent when personally delivered
36

or mailed, postpaid, to the last known address of the person who appears as Member or Owner of
the records of Association at the time of such mailing.
Section 9. Severability. Invalidation of anyone of these covenants or restrictions by
judgment or court order shall in no way affect any other provisions which shall remain in full force
and effect.
Section 10. Amendment. This Declaration may be amended as provided in N.C.G.S. § 47F-
2-117. These covenants, restrictions, easements, charges, and liens of this Declaration may be
amended, changed, added to, derogated, or deleted at any time and from time to time upon sixty
seven percent (67%) vote of the membership in the Association, provided, that so long as the
Declarant is the Owner of any Lot or Common Area subjected to this Declaration, the Declarant's
consent must be obtained. Provided farther, that the provisions for voting of Class A and Class B
Members as hereinabove contained in this Declaration shall also be effective in voting for changes
in this Declaration. No amendment to the Declaration shall be effective until executed on behalf of
the Association by any officer designated for that purpose and recorded in the Office of the Register
of Deeds.
Section 11. Amendment Prior to First Convey ce .by Declarant. At any time prior to the
closing of the first conveyance of a Lot by Declarant, the Declarant, and any mortgage holder, if
any, may amend this Declaration by mutual consent. The closing of the first sale shall mean
transfer of title and delivery of a deed and not execution of a contract of sale of a like document.
Section 12. Amendment of Declaration Without Approval of Owners. So long as it owns
any portion of the Subdivision, including Common Areas, the Declarant, without the consent or
approval of any other Owner, shall have the right to amend this Declaration:
(a) to conform to the requirements of any law or governmental agency having legal
jurisdiction over the Subdivision;
(b) to. enable any reputable title insurance company to issue title insurance coverage with
respect to any properties subject to this Declaration;
(c) to qualify the Subdivision or any Lots and improvements thereon for mortgage or
improvement loans; or
(d) until the Turnover Date, for any reason whatsoever; provided, however, that, (1) in the
event that such amendment adversely affects the title to any Lot or Dwelling, such
amendment will be valid only upon the written consent thereto by a majority in number of
the then existing Owners affected thereby; and (2) in the event that such amendment would
materially and adversely affect the security title and interest of any mortgagee, such
amendment will be valid only upon the written consent thereto of all such mortgagees so
affected.
A letter from an official of any such governmental Agency, including without limitation, the
Veterans Administration, the Department of Housing and Urban Development, the Federal Home
Loan Mortgage Corporation, the Governmental National Mortgage Association of the Federal
National Mortgage Association, requesting or suggesting an amendment necessary to comply with
the requirements of such agency shall be sufficient conform to such request or suggestion. Such
37

amendment shall become effective upon the date of its recordation in the Office of the Register of
Deeds.
Section 13. _Amendment to Achieve Tax -Exempt Status. The Declarant, for so long as it is
a Class B Member of the Association, and, thereafter, the Board, may amend this Declaration as
shall be necessary, in its opinion, and without the consent of any Owner, to qualify the Association
or the Property, or any portion thereof, for tax-exempt status. Such amendment shall become
effective upon the date of its recordation in the Office of the Register of Deeds.
Section 14. Changes to Plans for the Subdivision. Nothing contained herein shall be
deemed to incorporate, by reference or otherwise, any plans or proposals promulgated by Declarant
with respect to the development of the Subdivision, and Declarant, subject to the covenants,
conditions and restrictions contained in this Declaration and any Supplemental Declaration, reserves
the right to change any plans for the Project at any time and from time to time as Declarant may
determine to be necessary based upon Declarant's continuing research and design program and/or
market conditions. Any plans for the Project shall not bind Declarant or its successors and assigns
to adhere to such plans in the development of the Property or any part thereof. In addition,
Declarant reserves the right to change, from time to time, the uses and densities that exist on any
portion(s) of the Property owned by Declarant, subject to the covenants, conditions and restrictions
contained in this Declaration and any Supplemental Declaration.
Section 15. Assigment of Declarant Rights. Declarant reserves the right to assign its rights
to a successor or assign who also assumes Declarant's responsibilities.
Section 16. Effective Date. This Declarationshallbecome effective upon its recordation in
the Office of the Register of Deeds for Brunswick County, North. Carolina.
Section 17. Plat. Reference to Exhibit A, "plat", "map" or other term synonymous
therewith shall mean and include Exhibit A as recorded here with and all subsequent revisions
thereof as and when recorded in the Office of the Register of Deeds for Brunswick County, North
Carolina.
IN WITNESS WHEREOF, the Declarant, Waterboro Village Management, LLC,
has caused this instrument to beexecuted by its proper officers on ,20
WATERBORO VILLAGE MANAGEMENT LLC
A North Carolina Limited Liability Company
I0
Steven A. Clark, Member/Manager
c-:3

STATE OF NORTH CAROLINA
COUNTY OF
I, a Notary Public of the county and state
aforesaid, certify that Steven A. Clark, Member/Manager of Waterboro Village Management LLC,
a North Carolina limited liability company, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument on behalf of the company.
Witness my hand and official stamp or seal, this the day of 20
My commission expires:
Notary Public
39

EXHIBIT "A"
LEGAL DESCRIPTION OF PROPERTY SUBJECTED TO DECLARATION
BEING all that real property identified as Phase I of Waterway Cove Subdivision, as
shown on plat recorded in Book of Maps , Page , Brunswick County Registry.
.o

Russell, Janet
From: Finch, Brandon [[e-mail]]
Sent: Monday, July 13, 2009 10:13 AM
To: Russell, Janet
Subject: RE: Waterway Cove
We will be there ... thank you Ms. Russell
From: Russell, Janet[mailto:janet. [e-mail]]
Sent: Monday, July 13, 2009 10:08 AM
To: Finch, Brandon
Subject: Waterway Cove
July 13, 2009
Brandon:
The Express Stormwater Submittal Meeting has been scheduled with Chris Baker on July 30, 2009 at 10:00 AM here in
the Wilmington Regional Office. The applicant or his assistant is required to attend the meeting.
Please review the submittal requirements, attached. As a reminder, someone with signature authority must sign the
stormwater application forms. See the signature requirements under the attachment. A new stormwater application
form was posted on the web / bmp manual last week.
Please respond to this email to confirm and reserve the submittal meeting date.
Thanks,
Janet
Janet M. Russell
Express Coordinator
910 796-7421
NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Russell, Janet
From: Finch, Brandon [[e-mail]]
Sent: Friday, July 10, 2009 9:45 AM
To: Russell, Janet
Subject: FW: Express Request
Attachments: 2009-04-28 EXPRESS Request 2009.pdf; 2009-04-28 Scoping Meeting SW Narrative.pdf;
2007-08-27 Notification of Jurisdictional Determination.pdf; 2007-10-24 cams permit.pdf;
cams application.pdf; 2009-04-27 Secretary of State Information.pdf; 2008-01-10 Water
Permit.pdf; 2007-11-30 Sewer Permit.pdf; 2007-04-03 DWQ SW Permit.pdf; 2007-08-06
Letter of Approvai.pdf; 2009-07-10 EXPRESS Request 2009.pdf
Ms. Russell,
I hope all is well.
We are ready to begin the countdown to an Express Review for the Waterway Cove project we
scoped out in May. I am re -sending the original email containing all the attachments I sent
in as part of the scoping request, but I added a pdf file (dated today) for the Express
Request.
As always, I prefer to stay with Chris Baker. If it is available, I would like to schedule it
for the last week of duly (preferable on the 30th).
Please let me know if you need anything else.
Brandon
-----Original Message -----
From: Finch, Brandon
Sent: Thursday, April 30, 2009 3:43 PM
To: 'Janet Russell'
Subject: RE: Express Request
I am sorry for the delay in sending this information to you ... I went home sick Friday and I
am just now getting things in order.
Attached should be everything you need ... anytime the week of May 11 (except May 13) will be
great. My preference is to meet with Linda since she and I have been corresponding back -and -
forth quite a bit on this project.
Please let me know if you need anything else once you see the attachments.
Have a good day,
Brandon
-----Original Message -----
From: Janet Russell r-iailto:[e-mail]
Sent: Thursday, April 23, 2009 9:7.4 AM
To: Finch, Brandon
Subject: Express Request
Brandon, if you need the latest Express Request form- it should be attached. With the
Reauest: please submit some dates during the next 3 weeks when you're available to meet. Do
you need to meet with Linda or any SW reviewer? Also, please send any of the following
1

information that is available at this point: SW narrative, vicinity map, pdf site plan with
the Express Request.
Thanks,
Janet

0-70,5411­4
rar utnn use UrvLr
Reviewer:._
North Carolina Department of Environment and submit01 — 30
„.— Natural Resources 1 D
NCDENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same Items expected In the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidsondbcmail
no
• Fayetteville or Raleigh Region -David Lee 919-791-4203; davfd leeGait
email net
• Mooresville & -Patrick Grogan 704-663-3772 or natrick.arooan
cmall net
• Washington Region -Lyn Hardison 252-946-9215 or 1vn.hardison&ncmall.net
• Wilmington Region -Janet Russell 910-350-2004 or ianet mssell8itncma(l.net
NOTE. Project application received after 12 noon will be stamped in the following work day.
Permits of request
SIA18070544
SIP/
SW
SW
SW
Ire — ll'•�
Project Name: Name: WATERWAY COVE County: BRUNSWICK
Applicant: STEVE CLARK Company: WATERBORO VILLAGE MANAGEMENT
Address: 1009 SLATER ROAD -SUITE 400 City: DURHAM, State: NC Zip: 27703-_
Phone: [phone], Fax: _ _ Email: [e-mail]
Physical Location:SW CORNER OF THE INTERSECTION OF NC 179/904 AND SR 1232
Project Drains into SA waters — Water classification HOW (for classification see-h#E./ih2o.enr.state.ne.us/bims/reRgrtslreportsWB.html)
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N , within % mile and draining to class SA waters Y or within 1 mile and
draining to class HQW waters? Y
Engineer/Consultant: BRANDON R. FINCH Company: THE JOHN R. MCADAMS COMPANY. INC y [__
Address: 2905 MERIDIAN PARKWAY City: DURHAM, State: NC Zip: 27713-_ ij4
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
' TION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMI N."
DWQ
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter —# Curb Outlet Swales ❑ Off -site [SW (Provide permit#)]
❑ High Density -Detention Pond ,_ # Treatment Systems ® High Density -Infiltration 2 #Treatment Systems
[:]High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marna Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE -- PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT for both sconing_and express meeting request
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ® Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
DENR use
Fees lit for multiplepermits: Check# Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min)
$
SW ( HD, ❑ LD, ❑ Gen)
$
401:
1
$
LOS
$
Stream Deter,_
$
Nr.nFNR FXPRFR.R March 9nnA

Research Triangle Park, NO
Post Office Box 14005
Reb:rireh Triangle Park.
North Carolina 27709
2905 Moddian Parkway
Wham, North Carolina 27713
800-733.5646
919.M-4262
919.301-2269 fax
www.ecoenor.corn
Eco Eng i nee ri n g
A division of The: John R. McAdams Company, Inc.
WATERWAY COVE
Scoping Meeting Project Narrative
General Description
Located at the southeast quadrant of the intersection of NC 179/904 and
Waterway Drive (SR 1232) in Ocean Isle Beach, North Carolina, is the
proposed single-family residential development known as Waterway Cove.
Proposed development on the approx. 50-acre site is the construction of 203
single-family residences, a clubhouse / amenity center, a community pier
docking facility, along with associated roadways, parking areas, utilities and
stormwater management infrastructure.
Please refer to the following items for additional information.
I. General Information
a. Name of Project — Waterway Cove
b. Street Address, City, County —
Street Address - 1611 Waterway Drive SW
City - Ocean Isle Beach, NC
County - Brunswick
e. Acres in Tract — approximately 50 acres
d. Acres Being Disturbed — total not yet determined
e. Acres in Wetlands - signed wetland delineation attached
1. Wetlands Must Be Delineated — signed wetland delineation
attached
2. Proposed Wetland Impacts Require Permits From Corps &
DWQ — CAMA major permit attached
f. Ownership Information From NC Secretary of State Web Site -
attached
g. Description of Development Proposal
1. Previous or Existing Permits.
This project was completed permitted prior to the proposed
revision (NCDOT, State Stormwater, 404/401, DWQ
Water, DWQ Sewer, etc.). Applicable permit
information / #'s are attached. These will be updated as
necessary during development of the construction
drawings.
2. Tax parcel ID Number
Tract 1-106515647381
Tract 2—106515733365
Tract 3 - 106515734205
h. Pre-1988 Built Upon Area, If Applicable —not known
�+ C G B Fir
rigJ �;�1
Design Services Focused On Client Success DWQ
PROJ #

EcoEngineering
A division oI The John R. McAdams Company, Inc.
i. Discuss Phasing of the Project & Stormwater Facilities When
Applicable The project will be permitted as 1 set of
construction drawings, but will be built in phases (currently
anticipated to, be 5 phases). The stormwater infrastructure
(renovation of existing dams, pumping system, bypass system,
and infiltration basins) is anticipated to be built within Phase 1.
j. Discuss Proposed Waste Water Treatment & Water Supply --
Public water is available within both NC 179/904 and
Waterway Drive SW. With re: to sewer,, two on -site pump
stations will be constructed that will be fed by gravity lines
within the proposed development. These pump stations will
then be tied to an existing sewer force main within NC
179/904.
k. Identify Historic Sites & Projects Being Funded With Public
Monies - This section does not apply
1. Disclose Any/All Non -Compliance Issues with DENR Agencies —
not known
2. Stormwater Information
a. Provide River Basin, Stream Classification & Index Number
for All water Bodies On or Adjacent To The Project or
Closest to The Project Area
River Basin - Lumber
Stream — Intracoastal Waterway
Classification — SA;HQW
Index # - 15-25
b. Identify Whether the Stormwater Design is High Density or Low
Density, Commercial or Residential, State Stormwater or
NPDES Phase II, Address Vested Rights When Applicable;
Identify Pockets of High Density - This project is high density
and is vested under the 1995 State Stormwater rules
c. Proposed Total % Impervious Surface — not yet finalized, but
currently estimated at approximately 45%
d. Number of Proposed Treatment Measures, Type(s) of Collection
System — The proposed stormwater system will include
temporary storage of the required runoff volume (site
grandfathered under 1995 rules — therefore required storage
volume is runoff from 1.5-inch rainfall event) within the
middle and lower existing, on -site ponds. This 'volume will
then be pumped into off --line infiltration basins (two total).
Runoff from the 10-year event and below will be bypassed and
treated via level spreaders / filter strips located at the SW
corner of the site. Storm events larger than the 10-year storm
will activate (in addition to the .10-year and below bypass
systems) emergency spillways that will be constructed as part
of the proposed dam rehabilitations. A schematic of the

US Army Corps
of LngIneers.
Villmkwwn ` IsIrk)t
Date: S/Z7�007
ATTENTION PROPERTY OWNER
New Guidance on Jurisdictional Determinations
On June 5, 2007, the U.S. Army Corps of Engineers (COE) implemented a new method for
performing jurisdictional determinations (JD) pursuant to the Clean Water Act (CWA). This new
process is a result of the recent Supreme Court decisions (United States v. Rapanos and United States
v. Carabell) .and now requires the COE to conduct extensive reviews when determining if certain
waterbodies, including wetlands have a significant nexus (connection) to Traditional Navigable
Waters.
Since this Office has reviewed and verbally approved a jurisdictional determination for your property
prior to June 5, 2007, we have finalized this JD using the previous process. However, if you, as the
property owner, are interested in having your property evaluated under the new guidance or have any
questions regarding this matter, please contact Jennifer S. Frye at 910-251-4923.
S. Kenneth Jolly
Chief, Regulatory Division
E �~
;��' -ail M��'•;�j

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-200641576-010 County: Brunswick U.S.G.S. Quad: Shallotte
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Waterboro Village Management LL
Address: $511 Capital Center Drive
Suite 10S
Raleigh, NC 27606
Telephone No.:
Property description:
Size (acres)
49.87
Nearest Town Ocean Isle
Nearest Waterway
Atlantic Intracoastal Waterway
River Basin
Lumber
USGS HUC
03040207
Coordinates
N 33,8215 W 78.4505
Location description The tract is located at 1611 Waterway
Drive, along
the south side of Beach Drive SW (NC
904/179). In_adjacent
wetlands and impoundments of an unnamed tributary
to the AIWW, north of Ocean Isle, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
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).
B. 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
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 waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWAX33 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
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
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.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on V2712007. 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.
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 years from the date of this
notification.

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
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 regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frve at �10.251-L23.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corns of Enginggrs Wetland Delineation Manual and is
adiacent to the AM a Na 'sable Vggter of the United States. This site also contains Impoundments of an unnamed
tributary to the AIWW and are hydrologically connected to the AIWW This determination is based on information
submitted by LMG. Inc. and a site visit by Jennifer Frye on 8/29/2006
D. Remarks
Please be aware that this property contains non -jurisdictional isolated wetlands (Wetland Area "E"l Please contact
the North Carolina Division of Water Quality at f9191733-1796 to discuss the State's regulations and Mgirements for
these waters. It was determined that these wetlands aM not bordering neighboring or contiguous with any Section 404
jurkiligMonal waters.
E. Appeals Information (This information applies only to approved jurisdictional determinations as Indicated in
& above)
This 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
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a comnected RFA farm to the following address:
District Engineer, Wilmington Regulatory Division
Attr13ennifer Frye, Project Manager,
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
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 District 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 10/27/2 07.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: ,
Date 08/27/2007 Expiration Date 02/27/2012
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
hitp://www.gLw.usace.trmy,miVWETLANIDS/index.htini to complete the survey online.
Action Id. SAW-2006-41576-010
Copy furnished:
Joanne Steenhuis, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405
Land Management Group, Inc., PO Box 2522, Wilmington, NC 28402

-------• •--....
Permit Class Permit 1rTumber
NEW (Express Permit Program) 179-07
STATE OF, NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
for wRoJ ;
X Major Development roan Area of Environmental Concern
pursuant to NCGS 113A-11$
Excavation and/or filling. pursuant to NCG S 113-229
Issued to Waterboro Village.Managemeat, LLC, 5511 Capital "Center Drive, Raleigh, NC 27646
,.
Authorizing developanent in Brunswick County at adis tom WW, aloe Np C H 179 and Waterwav
Dr.; in Ocean isle- Nq as requested in the pe3rOttee's application dated revised 10/02/07: MP-1 MP-3 and
10/15/07 (MP-2).'includilnz the attached workman drawinoc.rafbr.P.tsrPrl ;r r:;nA4+;^_ r»
This petmit, issued on j exernbsr 6,:2007 , is.' ect:to -dompliance-with the -application (where consistent .
with the permit), all applicable regulatioiis, special conditions and 'notes set forth below. Any violation of these tern#s.rnay
-be subjeoi to f ries, imiprisonment or -civil action; or may cause the pertnit to be -null and•void.
V ' land Develo anent
1) -Unless specifically altered herein, all work shall be done in accordance with the pertnittee's
application and work plan drawinSs (15); Sheets 1 of13 revised 9/26/07, Sheet 2 of 13 dated 6/20/07,'
Sheets 4 & 13 of 13 dated -7/19/07,, Sheets 5 &.6 of .1. dated 7/30/07, Sheet Tbf 13 revised 10/11/07,
Sheets 8, 9 & 10 of 13 dated 6/29/07, Sheet 11 of 13 " dated'1/23/07, : Sheet .l 2 of 13 dated . 7/20107,
Supplemental Sheet "1 revised 10123/07, Supplemental, Sheet 2 dated 10/11/07, Supplemental Sheet 3
.dated 10/24/07 and the U.S. Army, Corp of Engineer's approved wetland delineation map signature .
dated 07- /07.
(See Attached Sheets for "Additional Conditions) .
This permit' action may be appbaled by the permittee or
other qualified persons',kithiu twenty (2o) days of the`issuing
date. , An -appeal requires resolution prior to work initiation or
continuance as the case may be.
This ..permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All VMrk must cease when the permit expires on
December 31, 2010
In issuing this permit, the State of North Carolina agrees that
your prgject is consistent with the North Carolina. Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Pommission.
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

A`"..�.......
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James. H. Gregson, Director William G. Ross Jr., secretary
October 24, 2007
CERTIFIED MAIL 7007 0220 0000 8224 5126
RETURN RECEIPT REOUOTED
Waterboro Village Management, LLC
Attn: Kyle Corkum
5511 Capital Center Drive
Raleigh, NC 27606
Dear Mr.Corkum
The enclosed permit constitutes authorization under the Coastal Area Management Act, for you to
proceed with your project proposal. The original (buff -colored form) is retained by you and must be
available on site when the project is inspected for compliance. Please sign both the original, and the copy,
and return the copy to this office in the enclosed self-addressed stamped envelope. Signing the permit and
proceeding means you have waived your right of appeal as described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 1I3-229. Your petition for a hearing must be filed in accordance with NCGS Chapter
150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714,
[phone] within twenty (20) days of this decision on your permit. You should also be aware that if
another qualified party submits a valid objection to the issuance of this permit within twenty (20) days,
the matter must be resolved prior to work initiation. The Coastal Resources Commission makes the final
decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance require additional approval. Please read your permit carefully prior to starting work and
review all project plans, as approved. If you are having the work done by a contractor, it would be to your
beneficial to ensure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions -arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit, you
will be helping to protect our vitally important coastal resources.
truly yours,
J on Darl
Express Permits Coordinator
Cc: LMG, Inc., Ann: Mark Westendorff
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer paper

t' 300=4300071
.......
-----
------------
• ------- ffi-...._._..............---
------
---------
_._....--
-sosln: oKAs6z�
Date Filed: 9/10/2008 :15:00 PM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF NORTH CAROLINA C200825300071
DEPARTMENT OF TI•iE SECRETARY OF STAT . ..._....._.•.
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: Waterboro Village Management, LLC
Entity Type: ❑C;orporation, ❑Foreign Corporation, ❑Nonprofit Corporation, ❑Foreign Nonprofit Corporation,
ElLimited Liability Company, ❑Foreign Limited Liability Company []Limited Partnership, ❑foreign Limited Parinotship,
❑Liiniled'Eilibility Partnership, ❑Foreign Limited Liatiitity-Nnnership • -
The street address and county of the entity's registered office currently on file is:
Number and Street: 5511 Capital Center Drive, Suite 105
City, State, Zip Code: Raleigh, NC 27606 County: Wake
The mailing address if different from the street address of the registered office currently on file is:
The name of the current registered agent is: Kyle V. Corkum
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 1009 Stater Road, Suite 400
City, State, Zip Code: Durham, NC 27703
county: Durham
2. The mailing address ifdifferent froth the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being chattgect
Stephen H. Clark
Type or Print Name ofNeiv Agent r Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the 5th day of September _, 20os
Walerboro Villag Man a ent, LLC
rVanre
--� � Signature
Stephen H. Clark, manager
Type or Print Name and
Notes: Filing fee Is$5.00. This document must be filed with the Secretary of State.
* Instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attaelted to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALSIGI-I, NC 27626-0622
Revised January2002 r-� - Fot1E-06
n
JL. ; ?009
DWO
PROJ #

about:blank
See you on Monday.
Finch, Brandon wrote:
1 of 5 5/6/2009 1:11 PM

Yes ma'am...I will see you there
-----Original Message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, May 06, 2009 1:10 PM
To: Finch, Brandon
Subject: Re: Waterway Cove - SCOPE Meeting
Brandon, I have located Vincent's SHWT field verification. Are we on
for Monday, May 11 at 10:30?
Janet
Finch, Brandon wrote:
IMr. Lewis has already been there and verified. I thought I attached
the
SHWT report as part of the pdfs in the original email
-----Original Message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, May 06, 2009 10:55 AM
To: Finch, Brandon
Subject: Re: Waterway Cove - SCOPE Meeting
Brandon, I think we have permitted that set-up before. Has Vince
Lewis
to
field verified the seasonal high water table for the proposed
infiltration basins or are they existing? He wouldn't need to before
the Scope meeting, but you do need to get on his schedule if he needs
make a site visit. Kevin Dail will be fine to attend the meeting.
Is Monday at 10:30 good for you?
Janet
Finch, Brandon wrote:
IWe are using the existing ponds to temporarily store the runoff
volume
and then pumping to offline infiltration basins.
If Linda is OK with it, then I am OK with it. I just didn't want
anything to slip through the cracks.
On a side note, Steve Clark will not personally be there, but his
representative (Kevin Dail ... who I think you met before) will be
there.
I assume that is OK.
Brandon
-----Original Message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, May 06, 2009 9:55 AM
To: Finch, Brandon
Subject: Re! Waterway Cove - SCOPE Meeting
I talked to Linda about doing the review and she said the only
unusual
5/6/2009 1:11 PM

about:blank
thing about your project was relative to vested rights. She
instructed
me to assign it to anyone available. Has she forgotten something?
Please tell me what "out of the box" design you are proposing so
3 of 5 5/6/2009 1-.11 PM

about:blank
I I
I
can follow up.
Janet
Finch, Brandon wrote:
I have no problems with Chris being the ultimate reviewer, but is it
possible to get Linda there also? This is an "out -of -box" design
concept
that she and I have gone back -and -forth on a number of times and I
want
Please
I
to make sure we are consistent as the project moves forward.
-----Original Message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, May 06, 2009 9:39 AM
To: Finch, Brandon; [e-mail]
Subject: Waterway Cove - SCOPE Meeting
May 6, 2009
*Waterway Cove
*
Gentlemen:
The Express Stormwater Scoping Meeting for the modification to the
Waterway Cove permit has been scheduled with *Chris Baker on Monday,
11, 2009 at 10:30 AM* here in the Wilmington Regional Office.
print out and bring any email correspondence between you and Linda
Lewis
or others here relative to the project. The applicant or
4 of 5 5/6/2009 1:11 PM

about:blank
applicant's
representative should attend the meeting.
Please review the submittal requirements, attached. This
,n
should be helpful when preparing the application package.
Please respond ASAP to confirm and reserve the scope meeting date /
time.
Thanks,
Janet Russell
Express Coordinator
5 of 5 5/672009 1:11 PM

RE: Express Request
Subject: RE: Express Request
From: "Finch, Brandon" <[e-mail]>
Date: Thu, 30 Apr 2009 15:42:44 -0400
To: "Janet Russell" <[e-mail]>
I am sorry for the delay in sending this information to you...I went
home sick Friday and I am just now getting things in order.
Attached should be everything you need... anytime the week of May 11
(except May 13) will be great. My preference is to meet with Linda since
she and I have been corresponding back -and -forth quite a bit on this
project.
Please let me know if you need anything else once you see the
attachments.
Have a good day,
Brandon
-----Original Message -----
From: Janet Russell[mailto:[e-mail]]
Sent: Thursday, April 23, 2009 9:24 AM
To: Finch, Brandon
Subject: Express Request
Brandon, if you need the latest Express Request form- it should be
attached. With the Request, please submit some dates during the next 3
weeks when you're available to meet. Do you need to meet with Linda or
any SW reviewer? Also, please send any of the following information
that is available at this point: SW narrative, vicinity map, pdf site
plan with the Express Request.
Thanks,
Janet
Content -Description: 2009-04-28 EXPRESS Request 2009.pdf
2009-04-28 EXPRESS Request 2009.pdf ! Content -Type: application/octet-stream
Content -Encoding: base64
Content -Description: 2009-04-28 Scoping Meeting SW Narrative.pdf
2009-04-28 Scoping Meeting SW Narrative.pdf Content -Type: application/octet-stream
i Content -Encoding: base64
Content -Description: 2007-08-27 Notification of Jurisdictional Determination.pdf
2007-08-27 Notification of Jurisdictional Determination.pdf Content -Type: application/octet-stream
Content -Encoding: base64
Content -Description: 2007-10-24 came permit.pdf
2007-10-24 cama permit.pdf, , Content -Type: application/octet-stream
Content -Encoding: base64
Content -Description: cama application.pdf
cama application.pdf Content -Type: application/octet-stream i
Content -Encoding: base64
Content-Descriptiou; 2009-04-27 Secretary of State lnformation.pdf i
2009-04-27 Secretary of State Ynformation.pdf Content -Type: application/octet-stream
Content -Encoding: base64
Content -Description: 2008-01-10 Water Permit.pdf
2008-01-10 Water Permit.pdf
Content -Type: application/octet-stream
l of 2 5/1/2009 3:22 PM

vi O� 0.5 5 N �w r�en�evnY
Reviewer: V� T
North Carolina Department of Environment and Submil: SDI l�D�
Natural Resources
NCDENR Request for Express Permit Review
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed_ DETAILED narrative, site plan (PDF file) and vicinity map (same Items expected In the application packsae
of the project location. Please include this form In the application package.
• Asheville Region Alison Davidson 828.296-4698;alison.davidsonfincma)tnet
• Fayetteville or Raleigh Region -David Lee 919-7914203, david.leeQncmall not
• Mooresville & -Patrick Grogan 704-663-3772 or oatrfck.arogano-ncmaitnot
• Washington Region -Lyn Hardison 252446-9215 or lvn.hard)sonCc�ncmailnet
• Wilmington Region -Janet Russell 910-350-2004 or laneLrusseU&n_ cma1l.net
NOTE. Project application received after 12 noon will be stamped in the following work day.
Enter R.-tated SW
f e_nitts of request
SW 8070544
SW
Soh!
SW
SW
kol2-1oLi,
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ro11�11113-1—Irk°
Project Name: WATERWAY COVE County: BRUNSWIQK
Applicant: STEVE CLARK Company: WATERBQRQ VILLAGE MAN 4GEIAO7
Address: 1009 SLATER ROAD -SUITE 400 City: DURHAM, Stale: NC Zip: 27703-
Phone: 919-433-L9ZI, Fax:-�- , Email: [e-mail]
Physical Location:SW CORNER OF THE INTERSECTION OF NC 17MQ4 AND SR 1232
Project Drains into SA waters - Water classification HOW (for classification see-http:(lh2o.enr.s ale.nc.uslbims/reuortslreuortsWB.htmll
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N , within % mile and draining to class SA waters Yx or within 1 mile and
draining to class HQW waters? Y -
Cc
Engineer/Consultant: BRANDON R. FINCH Company: THE JOHN R. MCADAMS COMPANY. INC � �� l:•
Address: 2905 MERIDIAN PARKWAY City: DURHAM, State: NC Zip: 27713
Phone: [phone], Fax: M-3B1-2269, Email finch@eg&Nr.com
SECTION ONE: REQUESTING .A.SGOPING MEETING ONLY
DWQ
® Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: 'ROJ # m -�
SECTION TWO: CHECK ONLY THE PROGRAMjS) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: ,,,_ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: - # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
❑ State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW —, (Provide permit #))
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention — # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT for both scoping and Axpress.meeting request)
Wetlands on Site [9 Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process. wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ® Yes ❑ No
::, a*xzs nxs, &zacaasrg��asba�a.Mr,: „a Ha,:i +.ass a3" orDENRuseOnlya ****,r#c*a'TxK+:::x{vx
Fee Spilt for multiple permits: (Check # i Total Fee Amount s
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; Min)
$
SW ([3 HD, i] LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_._
$
NnnFNR FXPRFGR hAArreh 9(10A

. EcoEngineering
A division of The John R. McAdams Company, Inc.
WATERWAY COVE
Scoping Meeting Project Narrative
General Description
Located at the southeast quadrant of the intersection of NC 179/904 and
Waterway Drive (SR 1232) in Ocean Isle Beach, North Carolina, is the
proposed single-family residential development known as Waterway Cove.
Proposed development on the approx. 50-acre site is the construction of 203
single-family residences, a clubhouse / amenity center, a community pier
docking facility, along with associated roadways, parking areas, utilities and
stormwater management infrastructure.
Please refer to the following items for additional information.
1. General Information
a.
Name of Project — Waterway Cove
b.
Street Address, City, County _..
Street Address - 1611 Waterway Drive SW
City - Ocean Isle Beach, NC
County - Brunswick
c.
Acres in Tract — approximately 50 acres
d.
Acres Being Disturbed - total not yet determined
e.
Acres in Wetlands - signed wetland delineation attached
1- Wetlands Must Be Delineated — signed wetland delineation
attached
2. Proposed Wetland Impacts Require Permits From Corps &
DWQ — CAMA major permit attached
f.
Ownership Information From NC Secretary of State Web Site -
attached
g.
Description of Development Proposal
1. Previous or Existing Permits.
This project was completed permitted prior to the proposed
revision (NCDOT, State Stormwater, 404/401, DWQ
Water, DWQ Sewer, etc.). Applicable permit
information / #'s are attached. These will be updated as
necessary during development of the construction
drawings.
2. Tax parcel ID Number
Tract 1—106515647381
Tract 2— 106515733365
Tract 3-106515734205
Research Triangle Park, NC i h.
Pre- 1988 Built Upon Area, If Applicable — not known
Posl Office Box 14005
Research Triangle Palk,
North Carolina 27709 E
2905 Meridian Park my
Durham, North Carolina 27713
600-733-5646
919.287.4262
919.301.2260 fax
Q
v�rtir�.acoenl r.com
I
WAOJ #
Design Services Focused On Client Success

EcoEngineering
A division of The John R. McAdams Company, Inc.
i. Discuss Phasing of the Project & Stormwater Facilities When
Applicable The project will be permitted as 1 set of
construction drawings, but will be built in phases (currently
anticipated to. be 5 phases). The stormwater infrastructure
(renovation of existing dams, pumping system, bypass system,
and infiltration basins) is anticipated to be built within Phase 1.
j. Discuss Proposed Waste Water Treatment & Water Supply —
Public water is available within both NC 179/904 and
Waterway Drive SW. With re: to sewer,, two on -site pump
stations will be constructed that will be fed by gravity lines
within the proposed development. These pump stations will
then be tied to an existing sewer force main within NC
179/904.
k. Identify Historic Sites & Projects Being Funded With Public
Monies - This section does not apply
1. Disclose Any/All Non -Compliance Issues with DENR Agencies
not known
2. Stormwater Information
a. Provide River Basin, Stream Classification & Index Number
for All water Bodies On or Adjacent To The Project or
Closest to The Project Area
River Basin --- Lumber
Stream — Intracoastal Waterway
Classification — SA;HQW
Index # - 15-25
b. Identify Whether the Stormwater Design is High Density or Low
Density, Commercial or Residential, State Stormwater or
NPDES Phase II, Address Vested Rights When Applicable;
Identify Pockets of High Density - This project is high density
and is vested under the 1995 State Stormwater rules
c. Proposed Total % Impervious Surface — not yet finalized, but
currently estimated at approximately 45%
d. Number of Proposed Treatment Measures, Type(s) of Collection
System — The proposed stormwater system will include
temporary storage of the required runoff volume (site
grandfathered under 1995 rules — therefore required storage
volume is runoff from 1.5-inch rainfall event) within the
middle and Iower existing, on -site ponds. This 'volume will
then be pumped into off-line infiltration basins (two total).
Runoff from the 10-year event and below will be bypassed and
treated via level spreaders / filter strips located at the SW
corner of the site. Storm events larger than the 10-year storm
will activate (in addition to the ' i 0-year and below bypass
systems) emergency spillways that will be constructed as part
of the proposed dam rehabilitations. A schematic of the

EcoEngineering
A division of The John R. McAdams Company, Inc.
proposed system is enclosed as part of this request for use
during the scoping meeting.
e. Will All Built Upon Area Be Collected — It is anticipated that all
on -site BUA will be. collected / treated
f Identify Whether or Not the Project Has Buffer Requirements &
Whether or Not Development Is Proposed Within A Buffer -
This section does not apply
g. Discuss Coastal Management Areas of Environmental Concern
When Applicable -- see attached CAMA permit
h. Disclose Whether or Not Off -Site Runoff Is Coming Onto The Site
or Into The Proposed BMP — off -site runoff does appear to be
draining into the site (the lower existing pond) from the
southwest via an existing culvert beneath Waterway Drive SW
i. Discuss Whether Road Construction Across Other Property Is
Necessary 'ro Access This Project - This section does not apply
j. If An On -Site Evaluation Of The Soils Has Been Done, Discuss
Infiltration Rates, Seasonal High Water Table, etc., and Include
Date Of Site Evaluation (This Is Required For Infiltration
Projects). -- copy of current soils report attached. Please note
� DWQ (Vincent Lewis) has previously visited this site.
(k.) Is The Department of Transportation Requiring The Construction
t�✓✓ Of A 'Turn Lane Or Road Widening Associated With The
Project -- Yes - A turn lane -is- required off of NC 179/904. The
extent of additional roadway improvements (if any) has not yet
been finalized.

U.S. ARMY CORPS OF ENGINEERS
WiLMINGTON DISTRICT
Action Id. SAW 2006-41576-01,0 County: Brunswick U.S.G.S. Quad: Shallotte
NOTIFICATION OF JURISDIMONAL DETA uRMINAn1 ON
Property Owner/Agent: Waterboro Village Management Lid"
Address: 5511 Capital Center Drive
uite 105
Raleigb. NC 27606
Telephone No.:
Property description:
Size (acres)
48.87
Nearest Town Ocean Isle
Nearest Waterway
Atlantic Intracoastal Waterway
River Basin
Lumber
USGS HUC
03040207
Coordinates
N 33,8975 W 7J4505
Location description The tract is located at 1611 Waterway
Drive along
ft mouth aide of Beach Drive SW (NC
904/1791 in adiacent wetlands
and impoundments of an unnamed tributary
to the AIWW north of Ocean Isle NC
Indicate Which of the Following Appiv:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Rehrence 33 CFR Part 331).
B. 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
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 waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWAX33 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 wetiand 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
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
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.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on W712007. 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.
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 years from the date of this
notification.
APR 302 U
009
PppJ # DWQ

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
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 regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frye at 910-251-4923.
C. Basis For Determination
D. Remarks
these waters -It was determined that these wetlands are not bordering, neighboring or contiguous with no Section 404
jurisdictional waters.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This 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
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 following address:
District Engineer, Wilmington Regulatory Division
Att0ennifer Five, Project Manager,
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
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 District 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 10/27/2 07.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official•
Date 08/27/2007 Expiration Date 0=7012
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. w.usace. rm miYWF,TLAND indox.html to complete the survey online.
Action Id. SAW-2006-41576-010
Copy furnished:
Joanne Steenhuis, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405
Land Management Group, Inc., PO Box 2522, Wilmington, NC 28402

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.,,. ._..._...._._�................................---------------
Pen4 Class Permit Number
NEW (Express Permit Program) 179-07
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
for
Maj or Development in .an Area of Environmental Concern
pursuant to NCGS 113A-118,
Excavation and/or fljing, pursuant to NCGS 113-229
Issued to Waterboro Villazo.Management, LLC, 5511 Capital Center Drive, Raleigh, NC 27606
Authorizing development in Brunswick County at adi.:to the AIWW, along NC Hwy 179 anal Waterway
Dr. ; in �=sn 41e, as requested. in the permittee's appllcaiion dated revised 10/02107- P-1, MP-3 a MP-4,1 and
10/15/07 (MP,-2).including the attached workplan drawings refer6ked in Condition (1) of this permit'.
This pOimit issued on j[)ecetnber. 6, 2ooT , is.subject to compliance with the application (where consistent.
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms.may
be sub'eci to fines, im risonment or -civil action; or ma cause ttie ermii to be -null and void.
U01and Development
1) Unless specifically altered herein, all work shall be done in accordance with the pernvttee's
application and work plan drawings (I5); Sheets I of 13 revised 9/26/07, Sheet 2 of 13 dated 6/20/07,
Sheets 4 & 13 of 13 dated 7/19/07,. Sheets 5 &.6 of 13 dated 7/30/07, Sheet 7 of 13 revised 10/11/07,
Sheets 8, 9 & 10 of 13 dated 6/29/07, Sheet 11 of 13 - dated 7/2.3/07, Sheet .12 of 13 dated 7120107,
Supplemental Sheet 1 revised 10/23/07, Supplemental Slieet 2 dated `10/11/07, Supplemental Sheet 3
.dated 10/24/07 and the U.S. Army. Corp of Engineer's approved wetland delineation map signature .
dated 8/27/07.
(See Attached Sheets for Additional Conditions) .
This pe mit' action may be appealed by the permittee or
other qualified persons'within twenty (20) days of t6'lssuing
date.. An.appeal requires resolution prior to work initiation or
continuance as the case may be.
This -permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2010
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed'by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission,
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

r_ooz 13 0 9nV
WDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons PG at= I an llb r , _ , F.
w ,_..
�.u��d �uuoc��.�ac#lor'� iw�c�iaei r. Caney, Governor
Director and State Geologist William G. Ross Jr., Secretary
8-6-07
LETTER OF APPROVAI, WITH MODIFICATIONS AND
PERFORMANCE RESERVATIONS
Waterboro Village Management, LLC
Kyle Corkum, Manager
5511 Capital Center Drive- Suite 106
Raleigh, NC 27606
RE: Project Name: Waterway Cove Acres Approved: 31
Project ID- Bruns-2008-031
County/Town/Street: Brunswick, Ocean Isle Beach, NC 904/179
River Basin: Lumber
Submitted By: Milone & MacBroom
Date Received by LQS: July 16, 2007
Plan Type: NEW
Dear Mr, Corkum:
This office has reviewed the subject erosion and sedimentation control plan and hereby
issues this Letter of Approval with Modifications and Performance Reservations. A list of the
modifications and reservations is attached. This plan approval shall expire three (3) years
following the date of approval, if no land -disturbing activity has been undertaken, as is required
by Title 15A NCAC 413 .0129, Should the plan not perform adequately, a revised plan will be
required (G.S. 11 3A-54,1)(b).
Please be advised that Title 15A NCAC 413.0118(a) requires that a copy of the approved
erosion control plan be on file at the job site. Also, you should consider this letter to give the
Notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance
with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (Worth
Carolina General Statute 113 A-51. thru 661, this offrcc .Tray require revisions -o the plan and
implementation of tbn revisions to insure compliance with the Act. ��� i
Wilmington Regional Office �p.� DWQ
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] / FAX: 9P0-35 -$W47- —=

Q
April 22, 2009
Ms. Cara Lacey, AICT
The John R. McAdams Company, Inc.
PO Box 14005
RTP, NC 27709
Re: Board of Commissioners Meeting —April 14, 2009
Waterway Cove
Request for Plan Modification/Revision
Dear Ms. Lacey,
LE
Thank you for your presentation to the Board of Commissioners regarding the details of the
proposed modification to original design for Waterway Cove. Following discussion of the fact
that the proposed revisions to the recently approved PUD for Waterway Cove are intended to
improve the design while maintaining the original intent of the plan, the Board of Commissioners
gave conceptual approval of the modifications.
The motion stated approval to allow modification of the original design including a possible
increase in impervious surface on the site as long as the increase is captured to comply with state
storinwater regulations in place at the time of preliminary approval on March 13, 2007 followed
by conditional final approval on December 11, 2007.
If you have any questions in regards to this matter, please feel five to contact our office.
Sincerely,
TOWN OF OCEAN ISLE BEACH
C:�:5w l,Jtaz�o"e
Justin W. Whiteside
Planning Director
cc: Daisy L. Ivey, Town Administrator
TOWN OF OCEAN ISLE LEACH / THREE WEST THIRD STREET / OCEAN ISLE BEACH, NC 28469
'910i 579-2166 / FAX [phone] / WWW.OIBGOV.COM

RE: Waterway Cove - Impervious per Lot
Subject: RE: Waterway Cove - Impervious per Lot
From: "Finch, Brandon" <[e-mail]>
Date: Fri, 3 Apr 2009 10:58:47 -0400
To: "Linda Lewis" <[e-mail]>
If I do not correspond with you before Easter, then have a nice holiday
/ vacation...I am envious of the 2 extra days.
With re: to the BoC meeting, it is at 9 am on 4/14 at the Town Hall. The
address is as follows:
Ocean Isle Beach Town Hall
Three West Third Street
Ocean Isle Beach, NC 28469
Pretty easy to get to ... just go over the bridge and turn right about 3
or 4 streets down and the Town Hall will be on the left.
In the event you do not make it, I will plan to meet with you at your
office at 2:30.
Thank you for following up,
Brandon
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Friday, April 03, 2009 10:29 AM
To: Finch, Brandon
Subject: Re: Waterway Cove - Tmpe.rvious per Lot
IF you tell me the time and location of the BoC meeting, I might go to
that just to see how it all works. I'm tacking on 2 days to my Easter
holiday - from the 9th through the 13th, returning to work on the 14th,
so I might not be able to work it out. I generally have so much to catch
up on when I get back from a vacation, no matter how short, and I've
already got at least 2 meetings and an Express review scheduled for that
week. Right now Tuesday afternoon is open if you want to come by at 2:30
or so, but you never know.
Linda
Finch, Brandon wrote:
Linda,
I discussed this with our client this morning and it will be
something
we would like to pursue. We are going to take some time to develop
what
will hopefully be a "fool -proof mechanism to track / redistribute
BUA
and also work on HOA covenant language.
Once complete, we will submit and / or meet with you to discuss our
proposal.
On a side note (and maybe we can work the timing out), Justin has
1 of 5 4/6/2003 10:04 AMI

RE: Waterway Cove - Impervious per Lot
Iconfirmed we will need to go back to the BoC on 4/14 re: the
impervious
surface issue. If you have time that day (and since I will be in the
area), then would you like to meet and go over our proposed tracking
system? I would also like to discuss the results our of meeting that
morning and fully flesh out the design requirements for our
alternative
design based on the results.
Brandon
-----Original Message -----
From: Finch, Brandon
Sent: Thursday, April 02, 2009 7:59 AM
To: 'Linda Lewis'
Subject: RE: Waterway Cove - Impervious per Lot
Linda,
Thank you for your reply. I will discuss this with our client and see
if
this is something they would like to pursue further.
Brandon
-----Original Message-----
From:•Linda Lewis [mailto:[e-mail]]
Sent: Wednesday, April 01, 2009 11:01 AM
To: Finch, Brandon
Subject: Re: Waterway Cove - Impervious per Lot
Brandon:
We have found that most permittees are not very diligent in the
oversight of the permit conditions, especially when it comes to
keeping
Itrack of BUA. We find that most permittees do not understand the
process
and in many cases, the required deed restriction statements do not
get
recorded.
We do not routinely allow a "banking" system wherein as the lots
develop, the BUA is allocated and recorded at that time, as this is
difficult to monitor and keep track of, for both the permittee and
the
IDivision. Not all permittees have the necessary processes in place,
or
the ability and motivation to maintain such an intensive compliance I
2 of 5 4/6/2009 10:04 AM

RE: Waterway Cove - Impervious per Lot
effort. Past Permittees with less than stellar compliance records
will
not be considered for this type of BUA allocation setup.
Unless otherwise specified in the covenants and restrictions, once
the
lot is sold, the BUA becomes the "property" of the lot owner. He or
she
Idecides what to do with any excess BUA they may have, not the
permittee.
Of course, the permittee could make it a part of the covenants and
restrictions that the control of any leftover BUA on a lot after
construction, reverts back to the permittee and is the permittee's to
reallocate as they see fit. The permittee could require that lot
owners
I apply to a Review Board for the right to utilize any BUA in the bank.
The Board would be charged with the responsibility of tracking each
lot's BUA, but the permittee is ultimately responsible for permit
compliance, not the Board.
If you want to propose a written fool -proof mechanism whereby your
desired "banking" system can work, we will be happy to review it and
see
if it can fit into the rules.
Linda
Finch, Brandon wrote:
Linda,
I hope you are having a good week. I am still waiting
to hear back
from OIB re: the impervious area issue.
I am writing this email to hopefully get guidance on
a question we
receive quite often with regards to impervious per
lot deed
restrictions. I am asking on behalf of Waterway Cove,
but it can be
applied to most any subdivision.
Is there a way to "re -distribute" un-used impervious
3 of 5 4/6/2009 10:04 AM

RE: Waterway Cove - Impervious per Lot
I�
of
area if a lot is
actually built at an impervious level less than what
was shown on the
deed restriction? In other words, is there a way to
create a "bank"
impervious and track it as a development moves
forward rather than
setting up lot -by -lot deed restrictions at the outset
of a project?
My guess is we would need to constantly modify the
permit, but I
didn't know if you all have a "tracking system" that
would work for
these situations.
Thank you for your help,
Brandon R. Finch, PE
Senior Project Manager
Office: 919-287-4262
Cell: 919-210-2912
<http://www.ecoengr.com/stationery/vcf/BrandonFinch.vcl
<http://www.ecoengr.com/>
P.O. Box 14005, Research Triangle Park, NC 27709
/Design Services Focused On Client Success/
*Please consider the environment before you print
this e-mail.*
Email correspondence to and from this address may be subject to the
4 of 5
4/6/2009 10:04 AM

on5`��f
TOWN OF OCEAN ISLE BEACH
BOARD OF COMMISSIONERS MEETING
April 14, 2009
AGENDA
8:30 A.M. PUBLIC HEARING
There will be a public meeting to discuss the updates to the Ocean Isle Beach Community
Based Hazard Mitigation Plan and the update process for this plan.
Copies of the current plan are available for public viewing at the Shallotte Branch of the
Brunswick County Library, the Ocean Isle Beach Planning Deparhnen4 and Town Hall as
well as online at www.oibPov.com.
IMMEDIATELY FOLLOWING — BOARD OF COMMISSIONERS MEETING
A. Meeting Called to Order
1. Lord's Prayer
2. Pledge of Allegiance
B. Adoption of Consent Agenda
1. Approval of Minutes of March 10, 2009 Board of Commissioners Meeting
2. Approval of Request for Excused Absence — Carol Kauffman, April Recreation
Advisory Board Meeting
3. Approval of Cleaning Contract - Ocean Isle Beach Community Center
4. Approval of Amendment to Personnel Policy Regarding Probationary Period for
Police and Fire Personnel
5. Approval of Resolution Regarding Awareness and Prevention of Elder Abuse
C. Adoption of Agenda
D. Reports by Mayor
1. Employee of the Month Recognition - March 2009
E. Departmental Reports
1.
Administration
2.
Police Department
3.
Water/Sewer/Streets
4.
Fire Department
5.
Planning/Zoning/CAMA
6.
Building Inspections

F. Comments Section: This time has been set aside to allow our citizens to speak in
regards to issues relating to the following agenda items. Due to time constraints, we ask
that each speaker limit their comments to three minutes.
G. Old Business
1. Discussion Regarding Request from Ocean Isle Beach Land Conservancy
Regarding Placement of Playground Equipment (East Third Street)
2. David Niekamp — Discussion Regarding Roadway Improvements "The Landing"
3. Waterway Cove — Discussion Regarding Impervious Area Issue
4. Criser Troutman Tanner — Presentation regarding Concrete Wall Repair
Standards
5. Discussion Regarding Potential Refunds to all Concrete Canal T-Lot Property
Owners in Conjunction with Recent Project
H. New Business
1. OIPOA — Request for Approval of Group Activity: July 41s Parade, Trash Bash,
Sand Castle Building and Super Saturday.
2. Ray Harris — Discussion Regarding Future Expansion of Sharky's
3. Discussion and Appointment to Planning Board - Expiring Term of Don
Kauffman
4. Discussion and Appointmenno Airport Advisory Board — Expiring Terms of
Brandon Sauls and Frank Williamson
5. Discussion and Award of Bid Proposal for Street Resurfacing and Patching of
Wilmington, Concord and Anson Streets
6. Discussion Regarding House Bill 768 and Senate Bill 839 — An Act to Modernize
the ABC System as Recommended by the Joint Legislative Program Oversight
Committee
7. Discussion Regarding Draft Amendment to ATMC Water Tower Lease
Agreement
8. BEMC — Discussion Regarding Underground Conversion Estimates and Possible
Exchange of Property
9. Discussion Regarding Annexation of Airport Apron Area
10. Discussion Regarding Public Notice Advertisement Requirement
I. Executive Session
1. Approval of Minutes of March 10, 2009 Executive Session as per
G.S. 143-318.11(1)
2. Consult with Town Attorney Regarding Pending Legal Issues as per G.S. 143-
3-18.11(3)
J. Recess to Reconvene for Budget Workshop April 23, 2009 (Tentative Date)

%f %

THE JOHN R. McADAMS COMPANY, INC.
P.O. Box 14005
Research Triangle Park, North Carolina 27709
[phone] Fax [phone] PAGE OF
J R McA JOB NO.
CLIENT
SUBJECT
DATE
--* µh4t (CILID 1666*0I Lom Q 51 �i
BY
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CHECKED BY
(Date)

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since r 979
THE JOHN R. McADAMS COMPANY, INC.
March 23, 2009
Mayor Debbie S. Smith
Ocean Isle Beach Town Hall
Three West Third Street
Ocean Isle Beach, North Carolina 28469
Re: Plan Modif ication/Revision — Impervious Surface Increase
Waterway Cove
WVM-08000
Dear Ms. Mayor,
I want to begin by stating how excited we are to be moving forward with the
Waterway Cove project in the Town of Ocean Isle Beach. We truly believe the
recently approved concept plan is an enhancement to the previous plan and will
be a great addition to the surrounding community and the Town.
The reason I am writing this letter is to address the amount of impervious
surface as it relates to the revised concept plan, the previously approved
subdivision, and the associated State stormwater management permits. As we
discussed at the March 10, 2009 Board meeting, one of the main reasons we
requested the concept/sketch plan to be approved as a modification to the
originally approved PUD was to establish a "vested right" for the development.
Research Triangle Park, NO
This would then allow the site to be submitted under the State stormwater
Post Office Box 14005
management regulations in place at the time of the preliminary plan approval.
Research Triangle Pads.
North Carolina 27709
The request for modification was made as a result of discussions with staff at the
2905 Meridian Partway
N.C. Division of Water Quality (DWQ). DWQ had requested that we ask the
Durham. Norm Carolina 27713
Town to decide whether or not our proposed modification continued to meet the
0-733
919_36.500
Town's requirements that were established for the original development plan. It
919-361-2269 Fax
was understood that if the Town agreed (which you did), then they (DWQ)
would consider the revision to the PUD as vested and subject to the previous
stormwater rules.
Charlotte, NO
6701 Carmel Road
Site 205
At this time, DWQ staff is requesting that we provide one of the following
Charlotte. North Carolina 28226
items along
� g with the approval of the modification, 1ri order for us to move
80O-733-5646
forward under the previous rules:
704-527-OBOO
704-527-tom fax
(1) Confirmation that the proposed amount of impervious- is below
area at or
(i.e. no increase) from what was originally approved; or
WilmingtonNO
3904 Oleandereander Drive
(2) 'Verification from the Town that your approval is still valid, even if the
Suite 200
amount of impervious surface increases from what was originally permitted in
Wilm ngton, North Carolina 28403
2007.
ODO-733.5646
910.799.8181
91O.799•B171 Fax
www.jolmnncadams.com Design Services Focused On Client Success

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Mayor Debbie S. Smith
Waterway Cove
March 23, 2009
Page Two
While the DWQ requirement for approval of the modification was anticipated
(hence one of the reasons for the March 10 meeting), the impervious surface
verification was an aspect of the Town's approval that was inadvertently
overlooked, else we would have specifically discussed this issue during our
March 10 meeting. We did discuss the increase in sidewalks, walkways, widths
of sidewalks, and other impervious areas to make the community more
pedestrian and walk -able as further discussed below.
At this point, we are just beginning to formalize our concept plan and do not
have a final tally of the amount of impervious surface proposed with our new
layout. However, I am fairly certain there will be an increase of approximately
6% impervious across the entire site (i.e. site impervious will go from 39.12% to
approx. 45%). Therefore, staff at DWQ has asked that we seek verification from
the Town that their March 10 approval is still valid prior to their final sign -off
on this site proceeding forward under the rules in place at the time of original
approval.
As you consider our request for verification, i would like you to take into
account the reasons for an impervious area increase, each of which we think are
key to making this a successful development. They are as follows:
■ To create a "pedestrian -friendly" community:
a. Clustering of lots to create more "usable" open space for the
future residents, along with the surrounding neighbors.
b. Addition of sidewalks on both sides of the proposed roadways,
instead of just along one side as shown in the previous plan.
c. Addition of walking trails throughout the community to
encourage future residents to take advantage of the open space.
No walking trails were proposed in the original plan.
d. All sidewalks are now proposed to be 5-ft wide, instead of 4-ft as
originally approved.
■ The addition of roadway/sidewalk connections to the adjacent roadways (i.e.
Waterway Drive) to promote inter -connectivity between neighborhoods and
make surrounding neighbors feel welcome.
All of the smaller, denser townhome units that were previously proposed are
now replaced with additional single-family lots, which contain more
impervious area, but contribute to less overall density.
As we stated in our previous letter to you, dated February 20, 2009, we intend to
keep an open relationship with the Board of Commissioners as we move forward
with the development of this site.

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Mayor Debbie S. Smith
Waterway Cove
March 23, 2009
Page Three
With that in mind, we presented our sketch plan to the Town of Ocean Isle
Beach Planning Board and discussed, during that meeting, not only our
proposed site layout changes, but also the impervious area increase issue and
DWQ's request for verification of the approval. As I am sure you know, they
voted unanimously to approve the proposed plan.
Taking into account the reasons listed above, hopefully you and the Board will
agree an increase in impervious area is warranted on this site. Assuming you do
agree, your previous approval, coupled with this verification, will allow us to
proceed under the stormwater regulations in place at the time of original PUD
approval.
I want to thank you in advance for your time and consideration of this matter. If
you should have any questions or need any additional information, please do not
hesitate to give me a call.
Sincerely,
THE JOHN IL McAIDAMS COMPA1l Yt INC.
xe�*
Brandon R. Finch, PE
Sr. Project Manager
Cc: Ms. Linda Lewis — N.C. Division of Water Quality

DIVISION OF WATER QUALITY
tHFILTRATION SYSTEM INVESTIGATION
1+110- A-
oc S 4�1 A-
COMPlete a? ;,,Je mail this fulln to if thWe V �0 MMI tiozo. 7areas to be tested.
adact) a Secol';e,'K'heet
State Soil Sciontist Confirmation Visit dateltime: -3
Project NaMG: —county:
StreetAddress:
urb lv,4
Directions from the nearest. intersection of two major roa4s-
Lot
>1 acre being disturbed? [.AYES F__JNO CAMA Major required? [.]YES!,_ _JNO
Consultant Name:-- !sa-v Phone: ':%A_' P7 T_ V:•o 16-
Consultant FirniName:
BoioWumbor
2 3 4 1 5 6 7
Existin Ground Elevation
' Lti) Proposed Bottom Elevation
)-
I ................. .... . .
C Difference (a minw;:bI
I d) Add 2 ft. _(M'in_.­_Bare Depth) - - - ­- ......
i �.) Hardp,
.. . ........ . .
I fjApprox Elov. Of SHWT
[g) Max. lowest Coi6�C'10'v.
-
!_.hj Infiltration Rate OK?
1) Confirmation of SHWT* 5
ro— is'_
For p jec requiring morn than 5' hand borings,' manpower or equipment to
conduct the excavation must br provided by tho consultant.
"'State Soil Scientist Use ONLY
Cornnients_ qd
L
Required Attachinents:
1 , Legible vicinity map,
2. Complete Solis Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be erna-iled of hand -delivered only. I'legible faxed rnaps Will not be accepted.
A# proposs ed Ji-1*11rofton arf-.ras and exk�-finq Octive utdily kiies located with _n the proposed
basinlTreach must be in.#;(rked and flarp- . Ied. ff these areas are not flaggod, tho
1'0S('1rVr*s thv njht to to do Soils Scientist
. . the illklesliwfion. /t the proposed infwaitiore systeoi will be
loca!edin an area of exisfinq1paven'tent and there is , no opef i . ma neaiby, 00ilipment capable: of
breaking througli mo impefwous jajye�r tr).ust be pi-ovideed. The sO#s inmsfio.ation d6es not take
tile 0of a scibi rol_wt prr-pam.,d by fin approp. irate protessk)nal. The � 5(A_'z.S6on1j,-Q will Only
verify the inil r.onditions M.at ore rc,porl a d(
ed in tho Soils Repoft. find wake, 4eimination as to
the sukabilkyofthe svv, to me -et die hifiltration design requifentents uj)d&rNCAC 2H. 1000, and
a."utnes no liability should the System fail.
S'kWOSkSTORMWATE,rZ\FORMSVrifiltr-,ition site visa Revised 3/08

5
....... �ARY
Ivuiiy 20.20
U'ut.,-.xboro ViRmw klanag;:xncnt
1009 Sl'itcr Road. S- uitc 400
Dul-hain. North)Carnhna 27701
Atteadow klr. Stew Ckvk
'Reference- Slurmwa ter Tvsiifig k4)en ices
Nklalem aN Col t,
161 1 Drhv.sv�
(kin 1,1e. NCrci ( luwliva
&NIL lla�j;vt'No' 10(:R-09-ill`
De.w failm:
Inc - j,1 plva'Wo' icy priv, id;: flik. v,.,rort t1ir -;tort."Nkator w;tljlt*! .�. soll ic.'- at the'lho-\
1vJ;:re) iced sit. . R&M L was 1 equcswd by Nfr. 1 j17andt saI Mch uhh '.n . . .
Joint R. Nic.U.,im,
'ornp nN, !nc. oil P,.-rfvrn.i thesQ qknux` in pi; pa -ration tor We plonncd mtv
inipi%ownlvats.
Willosal No. 14-09 ...'hih,J hnu"rN 2(,,. 2f,409,
Project Background
My P14:011top�:ak is locat;.;d at tll,., smilb.'ast corqt'r of t1wirtersecii1 n oi'Watj",j3
Drive.-tiO Boa; h Dri\ c. approximaWly 0.4 milo uv,.,r t4611w brid,.'V to Coccon kh,
1
`lhe pro Mama is currently undovefopA tkzi contidn, J%Mtr%:v (n%tli of mik ;jnd piiw
rrmvt in t 1w interior of tbc pri wp�:rt).
Ar cb-01-0134c Colt" OfJ. *.:i.tk, plon Aitv�%ivg tit.- fqilp.YoNqpatt` locati1v
w I 'A
m1flu.-allon basins. v*-a""liwovMcd by John R. McAd,nvlt Com,t). nI ; . q a U' Wt. v ider t r
flit the existing Ponds will be tised to c�,pta% storpma%-r ranufl'x0fich will b, put I t, .11pc(l
into the infiliraLiun basim; fiv trtajm3 vt_
Findings
Seasonal High Water Table Evaluations and In -Situ Sall Permeability
Testing
I lie sca-sonal hi _Ji watix table vvalukidoi t %v, p4r!'Ormed on f cbmary 11. 21009 by
advam:'ry lialld wwg
wr boring to depLits fangin fi.onl apprk)
- . t.9- — xintaWly 108to '53 incite%,
helot Ilk c!,Jsting ,,row idsudlice at 111;: aprno\ in tate location, sht:n*\ it. on the attached site
(3 NJit J, . ,igul.c. 1).

Storrrwaxi ifstrrlg vrc.-s SWE Project No, 10 3-03 1"
y'V.►t�r'usr.:f C'tvr:, ,riG)art 1�1�-_iVcrtl �arnlins __—.-----..__ --....__...�.... _. _ ..� �.__ t=€:tkrtra�_y �_+,_ztit?•4�
Sn (5 were ovjluatcd not :Ilelht: ttl,l:tn�:;w of a I jc: rased Soil Scientist 1;)rvvidcncc of
i:lyUllil 111p,11 ti:ltL:i tktlllt: !i'll�ilt:tlt.a;: lii� C'ial(.iattt�€1 lilvtllc•ecl �i1i+�:(?iM.;. Alt tik;.:.tG1t7c21
l oisturc c(nii tit, in the soil and obskrAiqg, div ,wart' and inottic colors. 1.kpi nJik on
11w -Soil wxtult•. tho No!',l c-olor'will hrliq;aw pro%:.N s t�s.it ills illii":'n li w;c onally hi li
'!1':'iti:it„ c }i:iL,cof{til.'•. sudl,is 1it11:.Ik'd� &' iPi -.irLlo-%Llatioat t rr r S r { i ,,.
4 �' a ltl t° . tlllt: , t lilt:. 'fts t:1 _!w«..
.i haad at;gei, helrbig profib: tbTA j rw, ides :1 t, oscr iptioll of t.hc f..E,x r„ : Oi1
httti;rons tsl d tho dderwined. Seayctnal lr'i(�11 Vt-uer tatllli': bav, been iilt'ltlded t,Ah
!'t'p o t,
`Iht' soils ai tttr_ tt:'. t loc'-uth"Is merle: ob:: ,'.i"1'_M io be line <11iti to dop-hs :vulwll d. Gilac,
lxi`itjT iil f1'+ 11 ituwi tnl`IV5 tl;,tk:ril iu,l al to ran+,g'c:' 1"t"ll ii?';tl'rt11.1',tliitt l lt) tt! 4l' t:l{ 1-1cs
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BER: 1060-0-612

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Page 1 of 1
Finch, Brandon
From: Yates, Kevin
Sent: Tuesday, February 03, 2009 10:45 AM
To: Finch, Brandon
Subject: FW: Waterway Cove: AID/SAW 2006-41576-010
Attachments: 2993_001. pdf
FYI. Let's see if we hear from DWQ and CAMA for full Green Light.
From: Yates, Kevin
Sent: Tuesday, February 03, 2009 10:43 AM
To: '[e-mail]'
Cc: '[e-mail]'; '[e-mail]!
Subject: Waterway Cove: AID/SAW 2006-41576-010
Dave,
Good to see you last week, and thanks for the meeting regarding Waterway Cove.
I want to send this e-mail as a follow-up to our meeting last Thursday, January 29, 2009, regarding the project
known as Waterway Cove off of Hwy 179/904 in the jurisdiction of Ocean Isle, in Brunswick County. There is a
previous delineation, verified by Jennifer Frye and previously issued permits for dam repairs and a dock. There
are a series of three ponds, each with a dam that is in disrepair. A nationwide permit (3) was issued for the dam
rehab -repair activities for each of the three dams (overall site plan attached).
As we spoke of, we are going to utilize the existing ponds, on -site, for temporary storage and pump out of the
ponds for irrigation and into infiltration basins, within the project area. This will be done by placing a riser
structure within the previously permitted outfall structure, to allow for temporary storage of approximately 1ft within
the ponds, with no additional permanent impacts to waters of the U.S. or waters of the State. It was agreed that
as long as we are staying within the same footprint as was previously authorized under NWP (3), then we will not
need to re -apply or modify our existing NWP (3) permit.
Again, thanks for meeting with me last Thursday and just send a confirmation response at your convenience.
Regards,
Kevin
Kevin Yates
Senior Environmental Scientist
Office: 919-287-4262
Cell: 919-624-6901
d.d to address I
EcoEngineeriny
A division of-l"it John R. McAd;VM Company, Inc.
P.O. Box 14005, Research Triangle Park, NC 27709
Design Services Focused On Client Success
Please consider the environment before you print this e-mail.
5/8/2009

Finch, Brandon
From: Yates, Kevin
Sent: Tuesday, February 03, 2009 4:38 PM
To: Finch, Brandon
Subject: FW: Waterway Cove: AID/SAW 2006-41576-010
-----Original Message -----
From: Yates, Kevin
Sent: Tuesday, February 03, 2009 4:38 PM
To: 'Jason Dail'
Subject: RE: Waterway Cove: AID/SAW 2006-41576-010
Hey Jason,
Right now there are no additional impacts that.were not previously permitted within the
AEC. The proposed development will shift from a townhome community to single-family lots
with more open space. We will certainly send you a copy of the detailed plans for the
dam repair and lot layout once final design is complete. Please call me with any
questions or we will be glad to meet with you if you would like go over any of these
plans.
Thanks and Regards,
Kevin
-----Original Message -----
From: Jason Dail [mailto:[e-mail]]
Sent: Tuesday, February 03, 2009 3:19 PM
To: Yates, Kevin
Subject: Re: Waterway Cove: AID/SAW 2006-41576-010
Thanks for the email Kevin.... If no work is being proposed within 75,
from the normal high water line then no modification would be required under the existing
CAMA permit. However, we do ask that you provide a detailed set of plans to the Division
of Coastal Management (sent to my
attention) which shows the work proposed you reference in the email below, or the work
related to land disturbing activities associated with the pond/dam repair, use, etc.
Please feel free to call if you have any questions.
Thanks,
Jason Dail
Express Major Permit Coordinator
N.C. Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
ph: [phone]
fax: [phone]
www.nccoastalmanagement.net
Email to and from me may be subject the NC Public Records Law and therefore may be viewed
by third parties.
Yates, Kevin wrote:
> Dave,
> Good to see you last week, and thanks for the meeting regarding
> Waterway Cove.
1

> I want to send this e-mail as a follow-up to our meeting last
> Thursday, January 29, 2009, regarding the project known as Waterway
> Cove off of Hwy 179/904 in the jurisdiction of Ocean Isle, in
> Brunswick County. There is a previous delineation, verified by
> Jennifer Frye and previously issued permits for dam repairs and a
> dock. There are a series of three ponds, each with a dam that is in
> disrepair. A nationwide permit (3) was issued for the dam
> rehab -repair activities for each of the three dams (overall site plan
> attached).
> As we spoke of, we are going to utilize the existing ponds, on -site,
> for temporary storage and pump out of the ponds for irrigation and
> into infiltration basins, within the project area. This will be done
> by placing a riser structure within the previously permitted outfall
> structure, to allow for temporary storage of approximately lft within
> the ponds, with no additional permanent impacts to waters of the U.S.
> or waters of the State. It was agreed that as long as we are staying
> within the same footprint as was previously authorized under NWP (3),
> then we will not need to re -apply or modify our existing NWP (3) permit.
> Again, thanks for meeting with me last Thursday and just send a
> confirmation response at your convenience.
> Regards,
> Kevin
> Kevin Yates
> Senior Environmental Scientist
> Office: 919-287-4262
> Cell: 919-624-6901
> <http://www.ecoengr.com/stationery/vcf/KevinYates.vcf>
> <http://www.ecoengr.com/>
> P.O. Box 14005 , Research Triangle Park , NC 27709
> / Design Services Focused On Client Success /
> * Please consider the environment before you print this e-mail.
2

Re: [Fwd: Re: Waterway Cove]- Correction
Subject: Re: [Fwd: Re: Waterway Cove]- Correction
From: Linda Lewis <[e-mail]>
Date: Fri, 30 Jan 2009 15:21:07 -0500
To: "Finch, Brandon" <[e-mail]>
Brandon:
Thanks for the meeting minutes. That goes a long way toward establishing the vested
right, but I really do need to see the plans that were approved, or get OIB staff to
confirm that the plans they approved met their established site specific plan
requirements.
I had forgotten that the project was within 1/2 mile of SA waters. Assuming worst
case, in addition to the 50' vegetated buffer, the design storm is going to be the
GREATER of the runoff from 1.5" of rain OR the difference between pre and post
development volumes for the 1 year 24 hour storm. I can waive a bypass and VFS
requirement for most projects if they provide storage for twice the design storm and
can infiltrate the 10 year storm without bypassing. But for projects within 1/2 mile
of SA, your larger design storm is most likely going to be the pre -post difference,
so twice that is going to be extraordinarily large.
It's best to be vested to the 1995 rules, so that your design storm is 1.5" and twice
that is much more manageable.
Linda
Finch, Brandon wrote:
Tell me if I am incorrect, but assuming worst case scenario and the
new
coastal rules do apply, the only significant change would be the
50-ft
impervious surface setback since we would already be required to
provide
10-year storm controls for the alternative criteria (due to the lack
of
the 50-ft vegetated filter from overflow of the uphill infiltration
basins into the existing ponds)
Of course assuming the USACE is OK with our proposal...
Brandon
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]] Sent: Friday,
January 30, 2009 1:12 PM
To: Finch, Brandon
Subject: [Fwd: Re: Waterway Cove]- Correction
That date is July 1, 2007, not 2008.
Linda
1 of 1 1/30/2009 3:32 PM

TOWN OF OCEAN ISLE BEACH
THREE WEST THIRD STREET
OCEAN ISLE BEACH, NC 28469
BOARD OF COMMISSIONERS MEETING
MARCH 139 2007
PUBLIC HEARING
MI[N ES
114ENIBERS PRESENT:
Mayor Debbie Smith
Commissioner Richard Donovan
Commissioner Suzie Wooten
Commissioner D. B. Grantham
Elva Jess, Town Attorney
OTHERS PRESENT:
Steve Jones, Sun News
Shams Bowen, Star News
Sarah Shew, Brunswick Beacon
Approximately 25 Guests
Mayor Pro Tom C.D. Blythe
Commissioner Dean Waiters
Daisy Ivey, Town Administrator
Larry Sellers, Asst. Town Admin
CALLED TO ORDER:
Mayor Smith called the public hearing to order and stated the first issue for discussion
was to consider The question of adopting an ordinance approving an Annexation
Agreement with the Towns of Shallotte and Holden Beach. Mayor Smith stated this
ordinance would allow the Town of Shallotte to murex five tracts of property located on
Village Point Road at Shallotte Poh t and prohibit the Towns of Holden Beach and Ocean
Isle.Beach frmn annexing these properties.
Elva Jess stated the aexation issue was being considered due to ifie fact the land is
within a one male distance "as the crow flies" from Ocean Isle Beach and Holden Beach
and therefore was considered to be in closer proximity to these municipalities rather than.
Shallotte. No public comment was heard regarding this issue..
Mayor South stated the next public hearing issue was to solicit comment with regards to
modification of Article VII of the Tov&s Zoning Ordinance, Section 66-231 through 66-
241 Sign Regulations. Mayor Smith stated these modifications include but are not
limited to, purpose and scope, definitions, signs exempt from permitting requirements,
prohibited signs, designs and standards, misleading advertisements, signs in disrepair,
obsolete and abandoned signs, permit procedures and fees, as well as comprehensive
changes to sign regulations in each zoning district. These changes also make other
grammar and syntax change for ease of reading.

PUBLIC HEARING
March 13, 2007
Page 2
Sonny Hendricks, Coastal Paint, stated the issue at Cornerstone Plaza was the lack of
ability to use the roof for signage. Mr. Hendricks stated the ftont face of the storefronts
is primarily glass windows and slated not allowing for roof signs would be a. detriment to
their business.
Jinx PierceCinelli's, stated that the height restriction of monuments signs would not
allow visibility due to parked vehicles blocking such signs. Mr. Pierce stated he felt the
design and quality of the signs should be the major issue and asked the board to consider
the negative impact that would be caused by restricting the placement of the sign.
Tripp Sloane, Sloane Realty, stated he would like the Town to consider this issue very
carefully and investigate the full impact the sign restrictions would have on the
businesses. Mr. Sloane agreed with Mr. Pierce of Cinelli's that the monument style sign
would be visually blocked by vehicles in the parking areas as was demonstrated by his
vebiele currently parked in the Chapel parking area. Mr. Sloane stated he would like the
Town to consider further research into this issue and not make a hasty decision on an
ordinance with limitations that would have a negative impact to commerce on the Island.
Al Craw604 Ocean Isle Creamery, stated monument signs would create very limited
visibility and he felt that would have a negative impact to his business.
Barrett McMullan, Ocean Isle Fishing Center, questioned consistency in rules for C3, Cl
and C2U Mr. AdcMillan stated he felt signage should be related proportionately to the
size of building and not discriminate by district. He agreed with Mr. Sloane that this issue
should be more thoroughly studied before a decision is made with such mtricllons.
Laurie Nelson, Harris and Nelson Interiors stated concerns that dropping height and sign
size would impact attracting customers. Mrs. Nelson stated most business transactions
occur during the summer season and sip impact could be critical to survival of these
small businesses.
Janie Milliken, Shallotte Electric, said he agreed with the views of Other business owners
and suggested that the town look at other towns as models for the sign ordinance, as long
as the Hilton Head model was not used.
Wendy Sheffield, Shelfield's Seafood and Grocery, spoke stressing the sign height is a
major consideration. She suggested that if height was reduced, then signs should be
allowed to be larger.
Magor SMith stated she appreciated the inpixt fmm the public and these comments Would
be taken into consideration by the Board during their regular meeting.

PUBLIC HEARING
Marcb 13, 2007
Page Z
With no additional comments being heard, Mayor Smith declared the public hearing
closed.
DATED:
Debbie S. Smith, Mayor
�. pF OCEAI�I�S��
�6 •i i y�
y : .• a
1;(�if%�•,•.�..•.••• ads
ya;, »CARo61'a
ATTEST:
AJA.�
Sue Stuhr, Deputy Town Clerk

TOWN OF OCEAN ISLE BEACH
THREE WEST THIRD !STREET
OCEAN ISLE BEACH, NC 28469
BOARD OF COMMISSIONERS MEETING
March 13, 2007
ACES
AEUdBERS P +fie
Mayor Debbie Smith
Commissioner Richard. Donovan.
Commissioner Dean Walters
Daisy Ivey, Town Administrator
Elva Jess, Town Attorney
Mayor Pro Tom C.D. Blythe
Commissioner D.B. Orentham
Commissioner Suzie Wooten
Larry Sellers, Assn. Town Admin.
arEIERS ram:
Approamnately 25 Property owners and Guests
Sarah Wilson, Brunswick Beacon
Shannon Bowen, Wilmington Star News
Steve Jones, Sun News
NZETING CALLED TO ORDER
Mayor Smith called the meeting to order with everyone repeating the Lord's Prayer and
pledging allegiance to the flag.
ADOPTION OF CONSENT AGENDA
Mayor Smith stated that the consent agenda included the approval of the minutes
of February 12th & 13th Board of Commissioners Meeting, approval of audit contract for
fiscal year 2006 -- 2007, approval of request for excused absenem for Don Wadsworth,
Airport Advisory Board and Nancy Parker, Recreation Advisory Board, and approval of
resolution for the adoption of the National Incident Management System. Commissioner
Blythe made a motion to accept the consent agenda as presented with a second from
Commissioner Wooten. The vote was unanimous.
ADOPTION OF ACWMA
Mayor Smith requested the agenda be amended under New Business to include a
discussion of a memorandum of agreement with the Department of Transportation.
Commissioner Wooten made a motion that the agenda be approved with this addition.
Commissioner Blythe seconded the motion and the vote was unanimous.
REPORTS BY .MAYOR
Mayor Smith presented the Employee of the Month recognition award to Keith Dycus
and commended him for his GO rarpertise in providing state of the art service for the
Town. Mayor Smith also sbftd it meeting hod been conducted with Time Warner
regarding service issues and communication procedure to expedite repairs and xomedy
problems.

Board of Commissioners
March 139 2W
Page 2
Mayor Smith reported she had recently attended the Coastal Local Government Meeting
in which discussion was held regarding static vegetation lines and terminal groins. Mayor
Smith remmded everyone of the budget mat which would be held on Wednesday
March 14 ". Mayor Smith also informed the Board that easements agreements had been
procured regarding the maintenance dredging project. Mayor Smith stated tine engineer
had been advised to proceed with ob#aining the necessary permits and authorizations.
DEPARTAWMAL REPORTS
I. Fire Department - Commissioner Blythe reported that the Fire Department
responded to. a total of 44 tails daring the month of February 2007, which
represents a total increase of 20 calls from previous year.
2. 'Administration - Mra. Ivey reported on the status of proposed legislation for
special tax district, terminal groin issue, and permission to be included in the State
health ironance plan. Mrs. Ivey stated all of these issues had been referred to
committee. Mrs. Ivey also stated the Town has requested proposals from
qualified architects regarding the new Town Tali facility. Mrs. Ivey reported the
Town was also proceeding with sale of equipment in the restaurant recently
purchased by the town.
3. Police Department — Mayor Pro Tom C.D. Blythe reported the department had
responded to 180 total calls for the month of February. Mr. Blythe stated that a
donation check in the amount of $5,550 was received from a pxoperty owner in
ration for the Police Department response to theft of his property.
4. Water/Sewer/Streets - Mr. Larry Sellers reported on the progress of connector
street project. Mir. Sellers stated the majority of the grass planting project has been
completed and the Hatteras ramp prof cot has been started.
5. Building inspections — Aft. Whiteside reported that the Building Inspections
Department issued two single-family residential permits and one commercial
permit in the ETA with a consttwtion value of $1,315,545.
6. Planning/7ming/CAMA - Mir. Justin Whiteside reported that he and Keith hdd
recently attended a FLMA training in Maryland dealing with community rating
system. Aft. WIftside also distributed maps to the Board Members showing
recent erosion impact on the renourishment project.
CON>MCKNTS
Mayor Smith stated that this time had been set aside to allow our Citizens to speak
in regards to issues relating to agenda items. Mayor Smith stated that due to lime
constraints, each speaker should limit their comments to three minutes.

Hoard of Commissioners
March 13, 2007
Page 3
Tripp Sloane, Sloane Realty, spoke on the issue of beach clubs and other special uses
stating he felt the position tarn was punitive in nature tov m+d that specific use and asked
the Town to reconsider parking and signing requirements for those uses.
Jimmy Sasser, Jimmy's Marine, requested to change lettering on the True Value sign to
accommodate a grand opening. Mr. Whiteside stated that the sign is currently
nonconforming with current regulations, so a permit could not be issued at this ti?rrc.
OLD BUS NESS
Mayor Smith stated the first item under Old Business was a discussion regarding an
annexation agreement between the Town of Shallotte, Holden Beach and Ocean Isle
Beach. Mayor Smith stated during the public hearing no public comment was heard
regarding this agreement. Mayor Smith stated this agreement would allow the Town of
Shallotte to annex five tracts of property located on Village Point Road. This is
necessary due to the fact that this property is close to Ocean Isle Beach "as the crow
flies". Upon a motion by Commissioner Walters with a second by Commissioner
Wooten, the Board votes unanimously to approve this annexation agreement.
Mayor Smith stated the next item for discussion was in regards to modifications of the
Town's Zoning Ordinance which regulates signs. Mayor Smith stated during the liublic
Hearing several business owners spoke in opposition to these modifications. After a
discussion by the Board, Commissioner D.B. Grantham stated he felt the Planning Board
had devoted a tremendous amount of time and effort to these modifications and motioned
that the resolution be adopted which would make modifications as recommended by the
Planning Board. Commissioner BIythe seconded the motion and the vote was 3 — 2 with
Conun issioners Donovan and Walters opposing. Daisy Ivey, Town Administrator,
reported that since this vote was not adopted by a two-thirds majority, a second reading
of this motion would be required at the April meeting.
Mayor Smith stated the next issue was in regards to recQmmendaatians from the Plaming
Board regarding beach clubs and other special urea. Mr. Whiteside recommended that in
coi4unctlon with the Planning Board recommendation that each district be notated to
indicate whether or not these types of urea were allowed. Upon a motion of
Commissioner BIythe with a second by Commissioner Wooten, the Board voted
unanimously to send this issue with recommended changes to Public Dearing on April 10
at 8.00 a.m.

Board of Commissioners
March 13, 2007
Page 4
Mayor Smith stated the next recommendation from the Planning Board was in regards to
a definition and regulations for vending machines. Mayor Smith stated the Planning
Board had developed a definition for vending machines and excluded these
establishments in addition to fully automated car washes from the requirement of an on -
site permanent restroom facility. The Board forwarded this issue to public hearing on
April 10 at 8:00 a.m. upon a motion of Commissioner Donovan with a second by
Commissioner Wooten. The vote was unanimous.
Mayor Smith stated the third recommendation from the Planning Board was in regards to
approval of a preliminary master land use plan requested by Waterboro Village. Mayor
Smith stated the Planning Board is recommending approval of this plan with the
condition that a final written approval from the Corps of F3nginem regarding wetland
delineation be required prior to final plat approval.
Mr. Sellers stated the Town was experiencing similar issues regarding delays from the
Corps for wetland delineations. Upon a motion of Commissioner Walters with a second
by Commissioner Donovan, the Board vote unanimously to approve this Preliminary
Master Land Use Plan for Waterbom Village.
Mayor Smith stated the newt recommendation from the Planning Board was regarding
approval of a preliminary plan for the Landing at Ocean Isle Beach. Mayor Smith stated
the Planning Board was recommending approval of the plan and staff had recently met
with the Division of Aviation and Developers regarding concerns of relocation of utility
lines. After a brief discussion regarding these utility lines, Commissioner Walters made a
motion that this preliminary plat be approved with a contingency that issues regarding the
relocation of utility lines will have to be resolved prior to find plat approval. The motion
was seconded by Commissioner Donovan and the vote was unanimous.
Mayor Smithy stated the final recommendation from the Planning Board was regarding
amendments to Supplementary Regulations Section 66-281 of the Town's Zoning
ordinance. Mayor Smith stated as part of the ongoing zoning update, the Planning Board
was recommending several amendments to this section. Upon a motion of Commissioner
Walters with a second by Commissioner Donovan, this issue was referred to Public
Hearing on April 10 at 8.00 AM.

Board of Commissioners
Mareh 13, 2007
Page 5
NEW BUSINESS
Mayor Smith stated the first issue under New Business was a request from Mr. Michael
Long to address the Board with concerns regarding oceaniont swimming pools. Mr.
Long presented a letter and photos to the Board of recent swimming pools that had been
constructed on the oceanfront, specifZcally those located at 142, 146 and 149 Fast First
Street. Mr. Long staffed those pools where surrounded by very large deck structures,
which he felt formed a dam against any wave surged possibly causing erosion to adjacent
lots. Mr. Long stated he was very concerned about the fixture of his house if this were to
be allowed at dwellings located on either side of his structure. Mr. Lang also stated he
felt constriction of these decking structures caused severe damage to the dune system.
Mr. Long requested the Board consider not allowing these types of structures on the
oceanfront After a brief discussion by the Board, Commissioner Donovan motioned to
refer this issue to the Planning Board for further study and consideration. This motion
died due to the lack of a second.
Mayor Smith stated the next issue under new business was discussion regarding
continua uce of Board of Adjustment Hearings. The Board of Adjustments had requested
the Town Attorney develop language to add to the Town's existing ordinance to specify
the Board's ability to continue a hearing if necessary when good cause is shown. Staff
suggested this language be added as Item (1) under Section 66-403 of the Town's Zoning
Ordinance. Upon a motion of Commissioner Blythe with a second by Commissioner
Donovan, the Board voted unanimously to refer this issue to public hearing on April 10 at
8:00 AM.
Mayor Smith stated continuing under New Business, staff was recannmerrding that the
Board implement an ordinance regulating beach bulldozing. Staff stated the purpose of
such an or+Unarne is to prohibit property owners from simply bulldozing the placement of
r$-nourished sand from the Corps project and also changes that would be caused to the
beach profiles by this process. Mrs. Ivey stated the Towns of fine Knoll Shores and
'Emerald Isle have adopted similar ordinance and recommended the resolution regarding
this matier be adopted. Upon a motion of Commissioner Blythe with a second by
Commissioner Wooten, the Board voted unanimously to approve this resolution and
xupested a copy of same be forwarded to Municipal Code Corporation fDr codification.
Mayor Smith reported the next issue under New Business was the discussion and award
of Engineering Contract for the Roundabout Project. Ms. Ivey stated recently the Town
advertised to receive request for qualifications from engineers to design the roundabout
project at the intersection of Causeway Drive and First Street. Ms. Ivey stated proposals

Board of Commissioners
March 13, 2007
Page 6
where received from MI Bngineering Group and Kimley Horn and Associates. N&.
Sellers stated the Town had previously exempted this project from the Mint Brooks Act.
Mayor Smith stated staff was recommending award of this contract to Kimley-Hann and
Associates due to related experience in other roundabout projects, project schedule and
lump saran fee. Commissioner Donovan made a motion that this contract be awarded to
Kimley Hann and Associates. Commissioner Wooten seconded the motion and the vote
was unanimous.
Mayor Smith stated the final issue under new business was the discussion of Resolution
and Memorandum of Agreement with the Department of Transportation in regards to the
Second Street berm project. Mr. Sellers stated the Department of Transportation had
supplied the Town with the necessary resolution and memorandum of agreement for the
construction of a berm along Second Street. This is an area of approximately 400 feet
from Shallotte Blvd. to Charlotte Street. Mrs. Ivey stated DOT has agreed to reimburse
fhe Town $43,000 for this project. Mr. Sellers stated it would be necessary for this
document to be returned to DOT for final approval by tloir Board. Mr. Sellers stated this
was a formality and recommended the Town proceed with the project as soon as possible.
After aa. brief discussion, the Board voted unanimously to enter into this agreement with
the Department of Transportation and directed Mr. Sellers to proceed with the work
immediately. This motion was made by Commissioner Blythe with a second by
Commissioner Wooten.
III Xn R SESSION
Mayor Smith stated an executive session was necessary m order to approve the minutes
of the February 13* meeting per General Statutes 143-318.11(1) and to consult with the
Town Attorney regarding legal issues as per General Statutes 143-318.11(3� The Board
adjourned to execrative session upon a motion. of Commissioner Walters with a second by
Commissioner Donovan. The Board retmmd to regular session upon a motion of
Commissioner Blythe with a second by Commissioner Walters. The vote was unanimous.
Mayor Smith stated during owcutive session the Board unanimously approved the
minutes of the February 1P meeting upon a motion of Commissioner Mythe with a
second by Commissioner Walters. Mayor Smith stated no additional action was taken
during executive session.

Board of Caremis9ianers
March 13, 2007
Page 7
ADJOURN
Being no additional business was heard, the meeting was adjourned to reconvene on
Match 14 :far the purpose of a Budget Retreat, upon a motion of Commissioner Walters
with a seeand by Commissioner Blythe. The vote was uFna ilmous.
DATED: Am7
OrGEAPI
o: t
d
►; 1•�•.. N.• aQ.��?
a:'NCa�t01� a
Town Clerk
SIGNMI , 1.1 VA
Debbie Smith, Mayor

Waterway Cove
Subject: Waterway Cove
From: "Finch, Brandon" <[e-mail]>
Date: Fri, 30 Jan 2009 10:35:20 -0500
To: "Linda Lewis" <[e-mail]>
Ms. Lewis,
Thank you (and Ms. Russell) for taking the time to meet with us on Wednesday. As always, the meeting was very
informative and provided us the direction we needed.
I am sending this email as a follow-up to a portion of our discussion re: the vested rights issue for Waterway Cove.
In the meeting, you mentioned you would be looking to the Town of Ocean Isle Beach and their determination of
whether or not the revised layout will meet the site specific development plan criteria (which I assume will follow
the definition in the attached policy - please let me know if it has changed) before making the final "grandfathering"
determination. We discussed this with Justin Whiteside and Larry Sellers (both with OIB) in our subsequent
meeting and the need for a letter from them to you (assuming they agree).
To that end, do you have any particular language in mind that needs to be in this letter (again assuming they
agree) that I can relay on to them?
BTW, I have been asked to send another email to you re: the issues we briefly talked about for Bogue Sound
Church... I should send it later once I receive the OK
Please let me know when you get a chance,
Brandon R. Finch, PE
Senior Project Manager
Office: 919-287-4262
Cell: 919-210-2912
.Add to address book
EcoEngineering
A division of The John R. McAdwr% Company, Inc:.
P.O. Box 14005, Research Triangle Park, NC 27709
Design Services Focused On Client Success
Please consider the envIronment before you print this a -mall.
Phase II Vested Rights
Content -Description: Wilmington
Phase II Vested Rights Wilmington Guidance.pdf . Guidance.pdf
Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 1/30/2009 12:51 PM

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RE: Waterway Cove
Subject: RE: Waterway Cove
From: "Finch, Brandon" <[e-mail]>
Date: Wed, 21 Jan 2009 17:30:10 -0500
To: "Janet Russell" <[e-mail]>
Yes ma'am... we will be there.
-----Original message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, January 21, 2009 5:29 PM
To: Finch, Brandon
Subject: Re: Waterway Cove
You're confirming the meeting date / time with Linda?
.nch, Brandon wrote:
Perfect timing...I just got back to the office.
The permit # is SW8 070544
Thank you for all of your help,
Brandon
-----Original Message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, January 21, 2009 4:56 PM
To: Finch, Brandon
Subject: Waterway Cove
January 21, 2009
*Waterway Cove*
Brandon:
IThe Express Stormwater Scope Meeting has been scheduled with *Linda
Lewis on Wednesday, January 28, 2009 at 10:00 AM* here in the
Wilmington
Regional Office, 127 Cardinal Drive Ext. Wilmington, 28405.
Please provide the SW8 stormwater permit number so that we can pull
the
f file. Our DWQ stormwater database has been down for 3 or 4 days so I
need you to provide the permit number. Unfortunately, I did not print
Iout the stormwater permit that you emailed to me. Normally we
wouldn't
need it (murphy's law).
Please respond ASAP to confirm and reserve the meeting date.
Thanks,
Janet Russell
Express Coordinator
1 of 1 1/21/2009 5:42 PP

'5�
s W 8 o-7o,4 `-i' VZxMi4bbrb
North Carolina Department of Environment and
AANatural Resources
NCDENR Request for Express Permit Review
For DENR Use ONLY
Reviewer: L--L—
Submit V 2-0
Time: �I • �
Confirm 1-21 Q rV \
FILL-IN all the Information below and CHECK the Permits) you are requesting for express review. FAX or Ema xpress
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected In the application nac
of the project iocation. include this form in the application package.
• Asheville Region -Alison Davidson 828.296-4698;allson.davidson
cmail.net
• Fayetteville or Raleigh Region -David Lee 919.7914203; david.laeftncmall.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.srroosran0ncmall.net
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardlson94ncmai1-net
• Wilmington Region -Janet Russell 910-350-2004 or anet.russelftcmallnet
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: WATERWAY COVE County: BRUNSWICK
Applicant: STEVE CLARK Company: WATERBORO VILLAGE MANAGEMENT
Address:1009 SLATER ROAD - SUITE 400 City: DURHAM. State: NC Zip: 27703
Phone: Fax: - - Email:
Project is Drains into SA: HQW waters Project Located in LUMBER River Basin
Engineer/Consultant: BRANDON R. FINCH Company: THE JOHN R. MCADAMS COMPANY, INC.
Address: 2905 MERIDIAN PARKWAY City: DURHAM. State: N(T Zip: 27713
Phone: [phone] Fax::[phone] Email: [e-mail]
2- & 2 c 3o
Need sLJ
(Check all that apply) q, � Cj ` Z- 10 - L q 12 CC-. �1,.-
® Scoping Meeting 0&Y ® DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls - Please attach TOPO mgp markin2 the areas in questions
❑ State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _, # Treatment Systems ❑ High Density -Infiltration ,_ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems [:]High Density -Constructive Wetlands r # Treatment Systems
❑ High Density -Other _ # Treatment Systems []MODIFICATION SW (Provide permit #)
❑ Coastal Management
❑ Excavation & Fill ❑ Bridges & Culverts ' ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be d istu rbed. (C K # (for DENR use))
WETLANDS QUESTIONS MUST BEADDREr SEI BILLOW
❑ Wetlands (409): Check all that apply
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes [] No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: (] No ❑ YES: acres)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Fee Split for multiple permits: [Check # ) Total Fee Amount S
SUBMITTAL DATES
Fee
- ---- - -- -----------
-
SUBMITTAL DATES
Fee
CAMA
$
Variance Ma ; 0 Min
1
$
SIN ©HD,©LD,0Gen)
$
401:
$
LQS
$
Stream Deter,._,_.
$

RE: Waterway Cove
Subject: RE: Waterway Cove
From: "Finch, Brandon" <[e-mail]>
Date: Wed, 10 Sep 2008 16:50:10 -0400
To: "Janet Russell' <[e-mail]>
That will be fine ... thank you
-----Original Message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, September 10, 2008 4:41 PM
To: Finch, Brandon; Finch, Brandon
Subject: Waterway Cove
Brandon:
Chris can meet with you on *Friday afternoon, September 12th at 2:00 PM*
here in the regional office. Please respond to this email and confirm
that this appointment date/time will work for you.
Thanks,
Janet Russell
Express Coordinator
1 of 1 9/10/2008 4:59 PM

about:blank
Brandon:
Chris can meet with you on Friday afternoon, September 12th at 2:00 PM here in the regional office.
Please respond to this email and confirm that this appointment date/time will work for you.
Thanks,
Janet Russell
Express Coordinator
1 of 1 9/10/2008 4:40 PM

Re: [Ftvd: [Fwd: Waterway Cove Scoping]]
Subject: Re: [Fwd: [Fwd: Waterway Cove Scoping]]
From: "Finch, Brandon" <[e-mail]>
Date: Wed, 10 Sep 2008 11:00:54 -0400
To: <[e-mail]>
Yes maam that will be fine
-----------------------------------
Brandon R. Finch, PE
Senior Project Manager
919-210-2912 (Mobile)
Eco Engineering
A Division of The John R. McAdams Company, Inc.
Sent from my wireless device
-----Original Message -----
From: Janet Russell
To: Finch, Brandon
Sent: Wed Sep 10 10:46:24 2008
Subject: [Fwd: [Fwd: Waterway Cove Scoping]]
1 of 1 9/10/2008 1:27 PM

about:blank
September 10, 2008
Waterway Cove
Brandon:
Are you available to come down to Wilmington for a Scoping meeting with Chris on Friday,
September 12, 2008 at 10:00 AM?
Please let me know.
Thanks,
Janet
1 of 1 9/10/2008 10:25 AM

C.op e%
A
�
NCDENR
SWv 0%106L4q
For DENR Use ONLY
Rev1ewer:-d—'5-z
Submit A �z
Time: 2:00
ZiAsi,ry
FILL-IN all the information below and CHECK the Permits Confirm Oct l0
{)you are requesting for express review. FAX or Ema xpress
Coordinator along with a completed ##TAILED narrative� site plan IPDF filet and vlcinity man (same items exuected in fhe application oackaae
of the project location. include this form in the application package.
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
• Asheville Region -Alison Davidson 828.296-4698;alison.davidsanCancmailnet
• Fayetteville or Raleigh Region -David Lee 919-791.4203; davlddegftmall.net
Mooresville & -Patrick Grogan 704-663-3772 or patrick.arortanoncmailnet
• Washington Region -Lyn Hardison 252-946.9215 or lyn.hardisonlalncmall nef
• Wilmington Region -Janet Russell 910-350-2004 orl0net.russelila2ncmailnet
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: WATERWAY COVE County: BRUNSWICK
Applicant: STEVE CLARK Company: WATERBORO VILLAGE. MANAGEMENT
Address:1009 SLATER ROAD - SUITE 400 City: DURHAM, State: NC Zip: 27703
Phone: - - Fax: - - Email: E C E t V
Project is Drains into SA; HQW waters 10
Project Located in LUMBER River Basin Jnl
Engineer/Consultant: BRANDON R. FINCH Company: THE JOHN R. McADAMS COMPANY INC, DD
Address: 2905 MERIDIAN PARKWAY City: DURHAM, State: NC Zip: 27713�Pa Z�08
Phone: [phone] Fax::[phone] Email: FINCH @JOHNRMcADAMS.COM DbbWQ
�Rto'J
(Check all that apply) ciV09VKP,e" fn5� C.0� --��- --
® Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map mar*the areas in questions
❑ State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter. # Curb Outlet Swales ❑ Off site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration ,_ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill [] Bridges & Culverts ' ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.(CK # (for DENR use))
vYCTtdtID 0Vg2TIONS MUST $ /�(317Rf 53 D BGL�3 J
❑ Wetlands (401): Check all that al
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process wf US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No E] YES: acres)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
Fee Split for multiple permits: Check # ) For DENR us©only
Total Fee Amount $
SUBMrrTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance Ma ; Min
$
SW ❑ HD, ❑ LD ❑ Gen
$
401:
$
LQS
$
Stream Deter,_
$

Waterway Cove - Scoping Meeting Request
Subject: Waterway Cove - Scoping Meeting Request
From: "Finch, Brandon" <[e-mail]>
Date: Tue, 9 Sep 2008 16:48:02 -0400
To: "Janet Russell' <[e-mail]>
Ms. Russell,
I am attaching a scoping request form, along with a pdf file of the current stormwater permit. If Chris is available,
Thursday and Friday of this week would work out good for me to come down and meet with him.
As always, thank you for your help.
Brandon R. Finch, PE
Senior Project Manager
Office: 919-287-4262
Cell: 919-210-2912
Add to address book
EcoEngineering
A division ol-rhe )ohn R,-McAdarns C'onipan}, Inc.
P.O. Box 14005, Research Triangle Park, NC 27709
Design Services Focused On Client Success
CP6c.+iss. consider the environment before you print this e-nutll.
Content -Description: 4932_00l .pdf
�4932_001.pdf Content -Type: application/octet-stream
Content -Encoding: base64
'Content -Description: 4727_001.pdf
4727_001.pdf. , Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 9/10/2008 8:46 AM

TRANSACTION REPORT P.O1
AUG-29-2008 FRI 02:23 PM
Zt FOR: NCDENR 910 350 2004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
AUG-29 02:21 PM 919193612269 2'08" 15 FAX TX OK 083
TOTAL 2M 8S PAGES: 15
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael A Easley, Governor Nillia►n G. Ross, Jr., Secretary
FAX COVER SHEET
1>� ft: &-:�
To:/J�4
No. Pages (e=l. cover):
From: Jo Casmer
Pbone: 61.0) 79677245 . _ .
Fax: ���' a� Fax: [phone]
Re: .¢ Ova
127 Cardinal Drive Extcasion, Wilmington, NC 28405 • [phone] : An Equal Opportunity Affirmative Action Employer

A=V_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G.
EXPRESS PERMIT
October 25, 2007
MEMORANDUM:
TO Linda Lewis
Stormwater Section
Division of Water Quality
Ross Jr., Secretary
A ..'
( �9 ��M
O C T 2, 5 2001 l5 . Y\
BYe-._�.
FROM: �V Jason Dail
Express Permits Coordinator-, Wilmington Regional Office 04-16-33
SUBJECT: `r C AMA EXPRESS Permit Application Review
Applicant: -A`171 Walterb3Village Management, LLC
Project Location: NC Hwy 179 & Waterway Dr., adjacent to the AIWW, in Ocean Isle, Brunswick Co.
Proposed Project: Construction of Waterway Cove S/D with community pier and docking
facility, associated utilities, stormwater system, and earthen dams
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by Nov. 17, 2007. If you have any questions regarding the proposed project, please
contact Jason Dail at [phone], when appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments
SIGNED DATE II- /—© 7
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper