SW8130703_HISTORICAL FILE_20130802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
QO13 ol� 0a
YWYMMDD

.AA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory, Govemor
Director John E. Skvarla, III, Secretary
August 2, 2013
Anthony Sydes, President
A. Sydes Construction, Inc.
Post Office Box 7122
Jacksonville, NC 28541
Subject: State Stormwater Management Permit No. SW8130703
Nautical Reach
High Density Commercial Wet Detention Pond Project (Class SA waters)
Onslow County
Dear Mr. Sydes:
The Wilmington Regional Office received a complete, Stormwater Management Permit Application for Nautical
Reach on August 1, 2013. 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 and Session Law 2008-211. We
are forwarding Permit No. SW8 130703 dated August 2, 2013, for the construction, operation and maintenance of the
BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until August 2, 2021, and shall be subject to the conditions
and limitations as specified therein, and does not supersede any other agency permit or approval. Please pay
special attention to the requirements for Operation and Maintenance, recording of deed restrictions, the procedures
for permit transfer and permit renewal in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the permit transfer
procedure or to renew the permit 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 by filing a petition with the Office of Administrative Hearings (OAH). The petition must conform
to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. A petition is considered filed when it is received in the Office of Administrative Hearings during
normal office hours. The OAH accepts flings Monday through Friday between the hours of 8:00 a.m. and 5:00 .m.,
except for official state holidays. The petition may be filed by facsimile (fax) or electronic mail by an attached file
((with restrictions) - provided the signed original, one (1) copy and a fling fee (if a filing fee is required by NCGS
§1508-23.2) is received in the OAH within seven (7) business days following the faxed or electronic transmission.
lUlnless such demands are made this permit shall be final and binding. You should contact the OAH with all questions
regarding the filing fee and/or the details of the filing process. The mailing address, telephone and fax numbers for
the Office of Administrative Hearings are: 6714 Mail Service Center, Raleigh, NC 27699-6714. Telephone 919-733-
2698, FAX [phone].
If you have any questions, or need additional information concerning this matter, please contact Chris Baker, at (910)
796-7215.
irSinc rely, racy D s, P. E., Director
Division of Energy, Mineral, and Land Resources
GDS/csb: S:IWQS1StormwateAPermits & Pro'ects120131130703 HD12013 08 permit 130703
cc: Jason Houston, P. E., Parker and Associates, Inc.
Onslow County BuildingInspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone:[phone] Fax [phone]

State Stormwater Management'Systems
Permit No. SW8 130703
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT SA WATERS
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
A. Sydes Construction, Inc.
Nautical Reach
Old Folkston Road, Sneads Ferry, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond discharging to Class
SA waters in compliance with the provisions of 15A NCAC 2H .1000 and Session Law
2008-211 (hereafter collectively referred to as the "stormwater rules') the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the, Division of Energy, Mineral, and Land
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until August 2, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.9 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 936,779 sf of impervious
area.
3. A 50' wide vegetative buffer must be provided adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high
water line of tidal waters.
4. The overflow from the wet pond must flow overland through a level spreader and
50-foot vegetated filter strip designed to pass the peak flow from the 10 year
storm in a diffuse, non -erosive manner.
5. The drainage area will be limited to the amount of built -upon area indicated in
Sections 1.2 and 1.8 of this permit, and per approved plans. The built -upon area
for the future development is limited to 30,414 square feet.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 130703
6. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all required easements.
7. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 59.36
Onsite, ft : 2,585,722
Offsite, ftN/A
NIA
b. Total Impervious Surfaces, ft2: 936,779
Onsite, ft : 936,779
Offsite, ft2: NIA
C. Design Storm, inches: 3.7
d. Average Pond Design Depth, feet: 5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSI�: 7.25
9. Permanent Pool Surface Ares, ft : 50,030
h. Permitted Storage Volume, ft : 26,331
i. Temporary Storage Elevation, FMSL: 11.6
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 5.67
k. Controlling Orifice: 5" 0 pipe
I. Orifice flowrate, cfs: 0.8
M. Permitted Forebay Volume, ft3: 56,621
n. Fountain Horsepower 112
o. Receiving Stream/River Basin: UT to Mill Creek 1 White Oak
P. Stream Index Number: 19-39-3-1
q. Classification of Water Body: "SA;HQW"
9. A secondary BMP in series with the wet pond must be provided to treat the
design storm discharged from the pond. The secondary BMP is a 16' level
spreader with a 16' x 50' vegetated filter strip, and must be maintained at design
condition.
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, the permittee shall cause a
certification from an appropriate designer for the system installed to be
submitted, 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. A modification may be required for those
deviations.
4. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130703
5. if the permanent pool volume is greater than 30,000 cubic feet, a decorative spray
fountain will be allowed in the stormwater treatment system, subject to the following
criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of
the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for a fountain in this pond is 112 horsepower.
6. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
7. The facilities shall be constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting data.
8. If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. 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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any permitted BUA within the undeveloped future areas
shown on the approved plans.
10. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130703
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Energy, Mineral, and Land Resources, accompanied by the supporting
documentation as listed on the form. The approval of this request will be considered
on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project nor the
conveyance of common area to a third party constitutes an approved transfer of the
stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Energy, Mineral, and Land
Resources, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily 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. Additional or replacement stormwater management systems shall receive a
permit from the Division prior to construction.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance
or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans, specifications, application forms, and design calculations for this
project are incorporated by reference and are enforceable parts of the permit.
10. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 2nd day of August, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy avis, ., Directo
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 130703
Nautical Reach
Stormwater Permit No. SW8 130703
Onslow 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 is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 130703
Certification Requirements:
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 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 structure.
8. All slopes above permanent pool are grassed with permanent vegetation.
9. Vegetated slopes above permanent pool 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 and located 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, a vegetated filter, level spreader and a secondary BMP.
_15. The required system dimensions are provided per the approved plans.
_16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7of7

,i�
High Density -Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Anthony W. Sydes , acknowledge, affirm and agree by my signature
below, that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
The following covenants are intended to ear sure ongoing compliance with State Stormwater
Management Permit Number SG��/!�d %O as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 4,800 _square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30' foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Fore DRPC-3 Rev.2 05Nov2009 Page 1 of
..... El,,
JUL aS2013
0Y:

High Density Residential Subdivisions
Deed Restrictions &TProtective Covenances
Signature: Lk) . 12 Date: /
I, )(�i��Q rc; (�_ �' , a Notary Public in the
State of /�� � �. ,County of Z5)S IZ) vV
do hereby certify that AZIL.622U ��. �r �f/cS personally appeared
before me this the __ �__ day of k'Lt 20 1 ,and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
A19'i J'14 "A- 0-, -)
SEAL
`,��NIt/N1111H1 `!i/jN�y,
Signature
My Commission expires I ! !G1 o�w �U� 0 z �i 1407
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2
AUBLIG
.0 -
�'COUN
E,r
JUL 0 8 2013 `?
By:

I I r
G �H ' i JUL
�w

NAUTICAL REACH
STORMWATER NARRATIVE
JUNE 2013
Nautical Reach is proposed 144 lot residential subdivision located off Old Folkstone
Road (SR 151 S) in Sneads Ferry, Onslow County. The 59.36 acre project is positioned between
Mimosa Bay on three sides, South, East and West, and has Old Folkstone Road as the Northern
boundary. Grangers Branch, SA;HQW, runs in conjunction with the South most property
boundary, shared with Mimosa Bay. The property is currently vacant and wooded, with an area
of'404 wetlands along Grangers Branch as well as a non -Jurisdictional ditch that runs North
along the East most boundary, again in conjunction with Mimosa Bay.
The project drains to Grangers Branch (SA; HQW), and will be providing stonnwater
treatment under high density guidelines in the Coastal Stormwater Rules for development near
SA Waters, Under these development guidelines, point discharges of stormwater are prohibited,
and the project requires diffuse flow of stonnwater at non -erosive velocities to provide effective
infiltration. The project as designed uses curb and gutter with a pipe network system for
drainage conveyances. This project will have one Stornwater Control Measure that will
provides treatment to stormwater runoff. This device as proposed will be a stormwater wet
detention basin that will outlet through a level spreader -vegetative filter strip at low velocities for
the treatment volume, all higher flows have been designed to bypass the LS-VFS. The LS-VFS
has been provided to mitigate the no discharge requirement.
For all other information please refer to the Stonnwater Management Pennit Application
form and package with calculations or to the detailed plans.
EC%iceOVEI"i
1,
R
R. JUL 0 8 2013
BY:

NAUTICAL REACH
EFFECTIVE INFILTRATION NARRATIVE
JUNE 2013
Nautical Reach is proposing one (1) Stormwater Control Measure for treatment. To meet
the no discharge requirement for the required design storm in SA Waters, the SCM will provide
effective infiltration of stonnwater as designed. The wet detention basin outlets the design water
quality volume to a level spreader — vegetative filter strip and excess flows to an outlet culvert to
a rip rap plunge pool to dissipate flow energy which then flows across a vegetative filter strip
which will provide effective infiltration. The infiltration rate as found by Pittman Soil
Consulting range from 14" per hour in this general location. The design storm discharge across
the vegetated filter strip will be 0.80 efs. The existing in -situ soils at the vegetated filter strip
combined with the design and minimal outflow is conductive to infiltration of stonnwater in this
area.
Based on the soils work provided, and the design as shown on the plans, it is my opinion
that the BMPs and other areas of this project would appear to provide effective infiltration of the
required design storm and meet the no point discharge requirement as specified in the rules for
projects draining to SA Waters.
i1VE
'bw JUL 0 8 20B
l;Y:

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541-0976
910-455-2414 • Fax: [phone]
Firm License Number F-0108
NAUTICAL REACH
SNEADS FERRY, NORTH CAROLINA
WET DETENTION BASIN
ENGINEERING CALCULATIONS
JUNE 2013
1. AREA
Total Drainage Area to Pond (Including Pond)
Impervious Area (Draining to Pond):
BUA from 144 lots at 4,800 Ft2/lot
Streets
Sewage Pumping Station
Future
Total
47.79 Ac or 2,081,732Ft2
691,200 Ft2
207,800 Ft2
7,365 Ft2
30,414 Ft2
936,779 Ft2
Percent Impervious = Impervious to. Pond = 936,779 Ft2 = 45.0%
Drainage Area 2,081,732 Ft2
2. PERMANENT POND SURFACE AREA
From Table 10-2 from NCDENR Stormwater BMP Manual for 45% impervious, 5.0, average
basin depth witha Vegetative Filter (85% TSS Removal) Yields SAIDA = 2.40%
2,081,732SF x 2.40% = 49,962 SF surface area required
Area at 21.0 elevation = 50,030 SF provided OK
;E
JUL 0 8 2013
M
EMAIL ADDRESS: TEXT MESSAGES TO: paitext(a?bizec.rr.com MAPS AND PLANS TO: paid raftnbizec.rr.com
• ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
•'FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS 0 SUBDIVISION & CONSTRUCTION PLANS

ENG-2
. 3. REQUIRED TEMPORARY WATER QUALITY STORAGE VOLUME (FOR SA;HQW)
A. Retain 1.5" of runoff from area draining to wetlands
Use Schueler "Simple Method" from Stormwater Best Management Practices Manual
RV = 0.05 + 0.009 (1)
RV = Runoff coefficient (inch per inch)
l = Percent Impervious
RV = 0.05 + 0.009 (45.0) = 0.455 inch 1 inch
Find Temporary Water Quality Volume
VT,,,,,, = (Design Rainfall) (RV) (Drainage Area)
(1.5 inch) (0.455 inch 1 inch) (1 ft.) (2,081,732 SF)
(12 in.)
= 118,399 CF Required
B. Pre- and Post -Development Runoff from 1-year, 24-hour rainfall event.
Use Schueler "Simple Method" from Stormwater Best Management Practices Manual
Rainfall Event = 3.7" (from NOAA precipitation data website)
Pre -Development
RV = 0.05 + 0.009 (0.0) = 0.05 inch 1 inch
Post -Development
RV = 0.05 + 0.009 (45.0) = 0.455 inch 1 inch
Find Temporary Water Quality Volume
VT,,p = (Rainfall Event) (RVpre - RVp,,t) (Drainage Area)
_ (3.7 inch) (0.455 — 0.05inch 1 inch) (1 ft.) (2,081,732 SF)
(12 in.)
= 259,956 CF Required
Compare Options A and B:
JUL 082013
� Y
259,956 CF (Option B) > 118,399 CF (Option A),
iY:
Use 259,956 CF Volume

ENG-3
4. DESIGN TEMPORARY WATER QUALITY STORAGE VOLUME
Use 4.35 Ft. Temporary Pool Depth
Area at 7.25 elevation (permanent pond) = 50,030 SF
Area at 7.75 elevation (vegetated shelf) = 55,475 SF
Average Area = 52,753 SF
Volume (1) = 52,753 SF x 0.5 ft. depth = 26,377 CF
Area at 11.6 elevation (Temporary Pool) = 68,657 SF
Average = 62,066 SF
Volume (2) = 62,066 SF x 3.85 ft. depth = 238,954 CF
Total Volume Provided = 26,377 CF + 238,954 CF = 265,331 CF >_ 259,956 CF Required. OK
5. RELIEVE TEMPORARY WATER QUALITY VOLUME IN 2 TO 5 DAYS
Q= Cd 2g (orifice equation)
Q = 265,331 CF 2 days = 1.50 CFS
Q = 265,331 CF - 5 days = 0.60 CFS
Cd = 0.60
g = 32.2 ft/sec
h = 1.45 Ft (% temporary pool height)
For 2 Day Release
Solve For A = 4 — 1.504 = 0.260 SF
Cd 2gh (0.6) 2(32.2)(1.45)
Solve for Orifice Diameter, D
A = 0.260 SF = n R 2
R = 0.29 ft. = 3.45 inch
D= 6.90 inch
%ECEUVED
Y.
JUL 0 8 200
CY:

ENG-4
For 5 Day Release
Solve For A = Q — 0.602 = 0.104 SF
Cd 2gh (0.6) 2(32.2)(1.45)
Solve for Orifice Diameter, D
A = 0.104 SF = 7TR2
R = 0.18 ft. = 2.18 inch
D= 4.36 inch
Use 5.0 inch diameter orifice at 0.8 CFS at 3.81 Days
6. PERMANENT POOL VOLUME
Main Bay Area at Elevation 7.25
= 37,024 SF
Bottom of Vegetative Shelf Elevation 6.75
= 33,785 SF
Average Area
= 35,405 SF
Volume (1) = 35,405 SF X 0.5 Ft.
= 17,703 CF
Main Bay Area at Elevation 6.75
= 33,785 SF
Main Bay Area at Bottom Elevation 0.5
= 24,693 SF
Average Area
= 29,239 SF
Volume (2) = 29,239 SF X 6.25 Ft.
= 182,744 CF
TOTAL MAIN BAY VOLUME
= 200,447 CF
EQ�EOVE
JUL 0 8 2013

ENG-5
Forebay Area at Elevation 7.25 = 13,006 SF
Bottom of Vegetative Shelf Elevation 6.75 - 10,526 SF
Average Area = 11,766 SF
Volume (1) = 11,766 SF X 0.5 Ft. = 5,883 CF
Forebay Area at Bottom Elevation 0.5 - 5,710 SF
Average Area = 8,118 SF
Volume = 8,118 SF X 6.25 Ft. = 50,738 CF
TOTAL FOREBAY VOLUME = 56,621 CF
Forebay Volume shall contain at a minimum 20% of the total permanent pool volume.
Forebay Volume = 56,621 CF
Permanent Pool Volume = Mainbay & Forebay = 200,447 CF + 56,621 CF
= 257,068 CF
FOREBAY VOLUME / PERMANENT POOL VOLUME
= 56,621 CF 1257,068 CF = 22.0 % O.K.
8. AVERAGE DEPTH
Option 1.
Avg Depth = Permanent Pool Volume
Permanent Poo[ Surface Area
257,068 CF
50,030 SF
= 5.14'
Use 5.0' Ava Dent
A-
AMP,NauticalReach.PorodCalcs.6.27.13

2p
O1S
Nautical Reach Stormwater Wet
SubCatchment(Post Detention Basin
Developemnt)
i
Nautical Reach
SubCatchment
(Pre -Development)
JUL 0 8 2013
Subcat Reacil on Link Drainage Diagram for Nautical Reach
Prepared by {enter your company name here), Printed 6127/21
u,Aa rr Ar M n nn , 11 nrnnn rP -A 1..1._n..,

Nautical Reach Type If 24-hr 10 Year 24-HR Rainfafl=6.92"
Prepared by {enter your company name here) Printed 6/27/2013
HydroCAD89.00 s/n 05202 ©2009 HydroCAD Software Solutions LLC Pape 2
Summary for Subcatchment 1 S: Nautical Reach SubCatchment(Post Developemnt)
Runoff = 134.30 cfs @ 12.38 hrs, Volume= 15.820 af, Depth= 3.97"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 2.00-60.05 hrs, dt= 0.15 hrs
Type it 24-hr 10 Year 24-HR Rainfall=6.92"
Area (sf) CN Description _
2,081,732 74 Combination of Impervious and Grass Lawns — --_
2,081,732 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
40.0 Direct Entry, Direct Entry
Subcatchment 1S: Nautical Reach SubCatchment(Post Developemnt)
Hydrograph
150----,----- --------`
140 - ` 134 30 cfs
130 - - - - - 1124 -he 1 O Year 24=H R -
120 - - - - - - - - , Rainfall-6.92�;
J_ _ _ _ _ .1 _ 1 _ _ . _ _ 1 _ _ _ _ _ .. ., ._ _ _ _1_ _ _ _ _ J _ _ _ _ _ . _ _ _ _. _ _ _ _ _ .. 1. - _ -. _
1,D -I ; Runoff_Are'a=2,081.,732_sf
- --- - - - --
,Do
- _ Runoff -Volume.'1.5.820_af -
----
90 ------- ' --' - - ---- ---- Runoff�De'pth=3.97"
N I -
0 70
-.--------.---_--_-_._,._____I__.__J__._______-.. - CN-74-
60 f '
50
40
sD
1 i 1 1
20
L - - - - - I- - - - - - - - - -I - - _. .. _ . - - - _. ' - - - - - --
10
0
5 10 15 20 25 30 A 40 45 50 55 60
Time (hours)
JUL 082013
8y:_

Nautical Reach Type 1124-hr 10 Year 24-HR Rainfall=6.92"
Prepared by {enter your company name here} Printed 6/27/2013
HydroCAD® 9.00 s/n 05202 © 2009 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 6S: Nautical Reach SubCatchment (Pre -Development)
Runoff — 45.15 cfs @ 12.71 hrs, Volume= 8.054 af, Depth= 2.07"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 2.00-60.05 hrs, dt= 0.15 hrs
Type II 24-hr 10 Year 24-HR Rainfall=6.92"
Area (sf) CN Description
2,030,767 55 Woods, Good, HSG B
2,030,767 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (fVsec) (cis)
61.6 Direct Entry, Direct Entry
Subcatchment 6S: Nautical Reach SubCatchment (Pre -Development)
Hydrograph
_ _ _ _ _ - _ _ _ _ _ _ _ _ _ -
_ _ _ _ -_.. .._ - •1 _ .. _ _ .. _ _ _ - J _ _ _ _ _ _ - _ _ _ - _ _ _ _. _ L _ _ .. . _
5 10
-Type-11-24-hrl-0-Year-24-HR -
- - ..Rainfall=6,.92"
._..------------------------- - ---- -
- - - - - Runoff Area=2,030,767 sf -
- Runoff-Volume=8.054 of
-;_--. -------- ----=------Runoff-Depth=2:OT`-
_ _ _ _ _ _ _ _ _ _ _ _ _ _. ., _ _ _ _ _ _ _ _ _ .. _ _ - - - - _ _ _--- _ _ _ _ -
- ---- - - -- -- _.._....-Tc-61-.6'min-
_ - _ - _ _ . . _ _ _ _.
I I
I I I I I I
15 20 25 30 35 40 45 50 55 60
Time (hours)
❑ Runoff
WE
JUL 0 0 200
ir§
L;v:

Nautical Reach Type 1124-hr 10 Year 24-HR Rainfall=6.92"
Prepared by (enter your company.name here) Printed 6/27/2013
HydroCAD® 9.00 sln 05202 Q 2009 HydroCAD Software Solutions LLC Page 4
Summary for Pond 2P: Stormwater Wet Detention Basin
Inflow Area =
47.790 ac,
0.00% Impervious, Inflow Depth = 3.97" for 10 Year 24-HR event
Inflow W
134.30 cfs @
12.38 hrs, Volume= 15.820 of
Outflow -
35.43 cfs @
13.14 hrs, Volume= 12.676 at, Atten= 74%, Lag= 45.6 min
Primary -
1.52 cfs @
13.14 hrs, Volume= 5.014 of
Secondary =
33.91 cfs @
13.14 hrs, Volume= 7.662 of
Tertiary -
0.00 cfs @
2.00 hrs, Volume= 0.000 of
Routing by Dyn-Stor-Ind method, Time Span= 2.00-60.05 hrs, dt= 0.15 hrs / 4
Peak Elev= 12.83' @ 13.14 hrs Surf.Area= 73,036 sf Storage= 351,950 cf
Plug -Flow detention time= 634.5 min calculated for 12.676 of (80% of inflow)
Center -of -Mass det. time= 551.9 min ( 1,402.7 - 850.9 )
Volume Invert
#1 7.25'
Avail.Storage Storage Description
519,315 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
T
(sq-ft)
(cubic -feet) (cubic -feet)
..
7.25
50,030
0 0
7.75
55,475
26,376 26,376
8.00
56,306
13,973 40,349
9.00
59,663
57,985 98,333
10.00
63,077
61,370 159,703
11.00
66,547
64,812 224,515
11.60
68,657
40,561 265,077
12.00
70,074
27,746 292,823
13.00
73,658
71,866 364,689
14.00
77,299
75,479 440,167
15.00
80,996
79,148 519,315
Device Routing
Invert
Outlet Devices
#1 Secondary
7.25'
24.0" Round Culvert
L= 69.0' RCP, groove end w/headwall, Ke= 0.200
Outlet Invert= 7.10' S= 0.0022'/' Cc= 0.900 n= 0.013
#2 Device 6
7.25'
5.0" Vert. Orifice/Grate C= 0.600
#3 Tertiary
13.00'
35.0' long x 25.0' breadth Broad -Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
#4 Device 1
11.60'
24.0" W x 10.0" H Vert. Orifice/Grate C= 0.600
#5 Device 1
12.43'
48.0" x 48.0" Horiz. Orifice/Grate C= 0.600 in 48.0" x 48.0" Grate
#6 Primary
7.25'
6.0" Round Culvert
L= 50.0' CPP, square edge headwall, Ke= 0.500
Outlet Invert= 6.50' S= 0.0150 '/' Cc= 0.900
n= 0.010 PVC, smooth interior
JUL 082013
ICY:

Nautical Reach Type I! 24-hr 10 Year 24-HR Rainfall=6.92"
Prepared by (enter your company name here) Printed 6/27/2013
H droCADO 9.00 s/n 05202 © 2009 H droCAD Software Solutions LLC Page 5
Primary OutFlow Max=1.52 cfs @ 13.14 hrs HW=12.82' (Free Discharge)
Culvert (Passes 1.52 cfs of 1.94 cfs potential flow)
2_OrificelGrate (Orifice Controls 1.52 cfs @ 11.15 fps)
econdary OutFlow Max=33.88 cfs @ 13.14 hrs HW=12.82' (Free Discharge)
-Culvert (Barrel Controls 33.88 cfs @ 10.78 fps)
-Orifice/Grate (Passes < 7.11 cfs potential flow)
Orifice/Grate (Passes < 48.09 cfs. potential flow)
Mry OutFlow Max=0.00 cfs @ 2.00 hrs HW=7.25' (Free Discharge)
3-Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
'•nd 2P: Stormwater Wet Detention
.o•..
130
• •- • 1
r
•+
•+iL
20
5 10 15 20 25 30 35 40 45 50 55 60
Time (hours)
JUL 0 8 200

' )� .. it� 1111i.r[ri•,rfFlYi'
!�,`ClLr .
May 15-2013
Parker. and. Associates
PO Box 196
Jacksonville, NC 28510
Ref: NauticalReach St'arin Water Pond
Dear Mr., Parker,
An evaluation of the storm water pond at Nautical Reach'was conductcd to determine the
seasonally high water table(S1-1WT) and soil characteristics of the site.
The project is located on Old polkstone Road beside the entrance to Mimosa Bay. The
stormwater pond.is.located on,the southside of the property adjacent to the wetlands.
Auger borings were perfonned across the proposed storm water pond and'we-re as.
follows:
BORING
1
DEPTH'
(IN)
TEXTURE
STRUCTURE
MINERALOGY
MATRIX MOTTLES MOTTLES SHWP
0-6
SL
GR
NS. NE
2.5Y 413 42"
6-'12"
SL
GR
NS. NE
2.5Y 614
12-30"
SL
GR
NS. NE
2.5Y 6/4
30-42"
LS
GR
NS. NE
2:5Y 7/2
42-
LS
GR
NS_ NE
2.5Y 7/2 2.5Y 6/4
BORING
2
DEPTH
(IN).
TEXTURE'
STRUCTURE
MINERALOGY
MATRIX MOTTLES MOTTLES SHVVT
0-12"
LS
GR
NS. NE
2.5Y 4/3 52"
12-W-
LS
GR
NS. NE
2.5Y 6!4
3048"
LS
GR
NS. NE
10YR 5/6
48-52"
L5
GR
NS. NE
2.5Y 7/2 10YR 516 2.5Y 615
52-60"
LS
GR
NS_ NE
10YR 518 2.5Y 6/2

BORING'
3
DEPTH -
(IN} TEXTURE STRUCTURE MINERALOGY MATRIX MOTTLES mo7rbias: sHvV-r
076., Ls. GR NS. NE 2:5Y 4/3 50"
6-501, Ls, 'GR NS. NE 2:5Y 6/4
50-60" LS (GR _NS'. NE 2.5Y 7/2 2.5Y 6/4,
BORING
DEPTH
(IN)
TEXTURE.
.STRUCTURE
MINERALOGY
MATRIX
M.O7rLE.S.
MOTTLES'
SHVVT
'6-12"
LS,
'GR
NS: NE
2:5Y'4/3
50�-,
12136'."
LS-
�GR
NS. NE
IIOYR516
364.8"'
LS-
fGR
NS. NE
,25Y'7/3
46-52'
LS
:GR
NS. NE
25Y 7/2
1 OYR 5161
2.5Y,12
52-144"
LS
GR
NS; NE
I OYR sla
2.'5Y 6/2
1 447-
SC.
VP, VS;
2'5Y 511
BORING
5
DEPTH
(1N)
TEXTURE
'STRUCTURE
MINERALOGY
MATRIX
'MOTTLES
MOTTLES
SHWT
6-12"
LS
. GR
NS. NE
2.5Y 413
50"
12-50"
LS
`GR
14S, NE
10YR,5/.6
50-
LS
'GR
NS. NE
2.5Y 711
10YW5/6
BORING
•
6;
DEPTH
(IN)
TEXTURE
STRUCTURE
MINERALOGY
MATRIX
MOTTLES
MOTTLES
SHWT
0:61,
LS
GR,
NS. NE
2.5Y 413
36."
.6-12"'
LS
GR
NS. NE
'2.5Y 614
12-25"
LS
GR'
NS: NE
2.5Y 6/4'
10YR,516
26736"
LS
'GR,
NS-'NE.
2:5Y 6 . 14:
2.5Y 612
1 OYR6/61
36-
is
6R
NS. NE
2:5Y-6/2
,BORING
DEPTH
(IN)
TEXTURE.
STRUCTURE
MINERALOGY
MATRIX
mbTTLES,
MOTTLES
SHVVT
-0-6"
LS
GR
NS. 14E'
2:5Y-413
36"
6-12"
L.S.
GR
NS. NE
2.5Y:614
12-36"
LS
GR
NS. NE
2.5Y,6/4
36-'60"
LS
GR
NS.,NE
2.5Y 6.14' 2,5Y. 6/2 10YR 5.16
60-14.4
LS
GR
NS.. NE,
2.5Y-612
144%
sc
M
VP, VS
2.5Y-5/1
PEE: 0 E TV E -7�
JUL 0 8 2013
L
BY:

DEPTH
(IN)
TEXTURE
STRUCTURE
MINERALOGY
MATRIX MOTTLES MOTTLES SHWT
0-12"
LS
GR
NS. NE
2.5Y 413 42"
12-24"
LS
GR
NS. NE
2.5Y 6/4
24-42"
LS
GR
NS. NE
2:5Y 614 10YR 516
42-60"
US
GR
NS. NE
2:5Y.6A 2.5Y 6/2 10YR 516
6b7
LS
GR
NS. NE
2.5Y'612
Auger borings were conducted using a hand auger to a -depth of5+ feet below the surface.
Deep'boring,descriptions were conducted utilizing pits excavated with an excavator to a
depth -of approximately-15''..
The.s.oilg•were found.to,be highly_ permeable with hydraulic conductivities of 1-4".per
hour.
ifyou;have any -questions please feel'freeto, contact me at 910-33072784... Thank You.
Sincerely,
.. Haywood Pittman 11
NC Licensed Soil Scientist
CEOVE
II JUL 0 8 2013
BY--_

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Dupuit Equation for Steady -State Flow to.a Trench'in an Unconfined Aquifer (with Recha-._ Page,I 42.
Control
Dupuit Equation for Steady -State Flow to a Trench in an
Unconfined Aquifer (with Recharge)
R .Se3ect Out�ttt
Reset i
om= mld Q
Conversion
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Tool Parameters
Trench
Values displayed
with a* may be
changed ... click on a
value to display an
entryform ._. or use
the arrows right of a
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list.
Tool Behaviour
3.718 m
This tool exhibits
spicamioet-bike
Nvrws
behaviour _.. chaugo
• 2.08 0.4238. m ti
a value and related
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Is la l m Q. 5D
Aquitlude
Notes on Dapult Equation for Steady -State Flow to a Trench in an Unconfined
Aquifer (with Recharge)
Select the required ou4mL that set the other parameters to the required values.
The Dupurt equation for horizontal flow can also be applied to flow to a river, but
® caution should be used when interpreting results as rivefbed permcabilities can
vary mWificantly fie® the srnrounding aquifer material.
•," "'° The Dupuit equatioa for horizmtal flow only applies if the water table in the
For other tools Blue aquifer and troach is constarrL
this click Uuline For equations, assumgtioos and references see equations.
Tools
Tool developed and sponsored by. oheritm lCrt'aGOnsul1anith lsm
lsrry c's.Rryl.y rA F�:.�.srf i�
:hnpJ/,ww.w:edtmnim.com/xtoo&ithmlicon/dupuit trench rwbmge.hhn 7/1 S/2013

Steady -State Flow to a Trench'in,an Unconfined Aquifer (Dupuit Equation) Page:.oft-
Dupuit:Equation for Steady -State Flow to a Trench in an Unconfned.AgladW
yDupuit, J., Etudes,theariques et pratiques sur4e mouvement des eaux dans les canaux decouverts et a,travers le&teffains
permeables,2eme edition; Dunot, Paris, 1863.
Variable Recharge:
2
2)+R(2)
Q =. discharge, per unit thickness. (m2M)
K = hydraulic conductivity of aquifer (m/d)
,h2, hi =. steady-state heads measured along.tlow path (m)
L = distance between- steady-state head measurements (m)
R =: net recha W. -w fornet evapotranspiration) (m/d)
Assumptions2:
.L 'The aquifer is. nrconfined.
u_ 'The aquifer has an infinite areal extent.
iii. The trench is of infrnite'length (into the:page).
.iv. The aquifer is homogeneous, isotropic and of uniform thickness over the area4niluenced' by the trench.
v. Prior to trench dewateriug,.the .water table is hori=l over the area influenced by the trench.
vi_ The trench penetrates the entire saturated thickness of the aquifer.
vii_ The flow to.the trench is at steady-state.
viii. The velocity of flow is proportional to the tangent of the hydraulic gmdicut instead of the sine as it is in reality."
ix..The-flow'is°horizontal and m form everywhere'in a vertical section through the trench (cross -sectional flow)."
References:
!DupWk J.,•EUu es theoriques et pratiques sur,le mouvement des eaux dams les canine decouverts et a travers des terrains
permeabics, 2eame edition; Dunot, Paris, 1863.
2Kmmnan,, G.P. and NA-: de Ridder, Analysis and Evaluation of Pumping Test Data (Second Editionj'Publication 47;
tonal Institute.for Land Reclamation and,Improvemeut Wagenmgen,11994.
hnpJ/ww.w.edumme.com/xtoolbtt=hCanOWuit_ur-nch recharge_egn_and assump'.html 7/15/2013

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SOSID: 0574931
Date Filed: 5/9/2012 8:58:00 AM
CD-479 (42) Business Corporation Annual Rel Elaine F. Marshall
12-&11 North Carolina Secretary of State
2012 132 03718
Name of Business Corporation: A SYDES CONSTRUCTION INC
Secretary of Slate ID: 0574931 State of Formation: NC Fiscal Year Ending: 12 31 11
Elt hereby certify that an annual report completed in its entirety has been submitted and the information requested below (required by
NCGS 55-16.22) has not changed and is therefore complete.
Section A: Registered Agent's Information
1. Name of Registered Agent: ANTHONY W SYDES
2. Signature of the New Registered Agent:
(Signature constitutes consent 10 the appointment)
3. Registered Office Street Address & County 4. Registered Office Mailing Address
4355 GUM BRANCH RD UNIT B 4355 GUM BRANCH RD UNIT B
ONSLOW JACKSONV NC 28540 JACKSONVILLE NC 28540
Section B: Principal Office Information
1. Description of Nature of Business: RESIDENTIAL CONSTRUCTION
2. Principal Office Phone Number. 910--455-6956 3. Principal Office Email,
4. Principal Office Street Address & County 5. Principal Office Mailing Address
4355 GUM BRANCH RD, UNIT B PO BOX 7122
ONSLOW JACKSONV NC 28540 JACKSONVILLE NC 28540
Section C: Officers (Enter additional Officers in Section S.)
Name: ANTHONY W SYDES Name: WANDA SYDES Name:
Title: PRESIDENT Title: SECRETARY Title:
Address: 820 RAMSEY ROAD Address: 822 RAMSEY ROAD Address:
JACKSONVILLE JACKSONVILLE
NC 28546 NC 28546
Section D: Certification of Annual Report Section D must be completed in its entirety by a personlbusiness entity.
��4 6). )/,., < 0A IAI laol ;�'
Signelura (F must be signed by an oillt r of coWalion) 1 4 Hate
ANTHONY W SYDES
Print or Type Hama of Officer
PRESIDENT
Title
CEr

(Page 1 of 2)
i
i
This .I•,_ia•.-. ,...:�
'Chi Unaiou t.�; !.•ts t 1i1'irr
Date _ (:I rk ut
I
Delinquent taxes, if any, to be paid
Eby the closing attorney to the
Onslow County Tax Collector upon
'i disbursement of closing proceeds.
I!I!1lI�Il�lfill�llNII�RI6'1�6�N�lII�II�IIVII��Ii�lVll�if
Doc ID: 010211350002 Type: CRP
Recorded: 12/19/2012 at 02:24:03 PM
Fee Amt: $1,476.00 Pape 1 of 2
Revenue Tax: $1,450.00
0na1Ow County '
Rebecca L. Fri and Reg. of Deeda
BK3903 PG319-320
c NORTH CAROLINA GENERAL WARRANTY DEED
0 0
Parcel Identifier Nn,_ -� Verifled by County on the _ day of December, 2012
By.
Mail/Box to: A. Sydes Construclion, Inc P. O. Box 7122, Jacksonville, NC 28540
This instrument was prepared by:Lanier, Fountain & Ccruzzi/ttn
Brief description for the Index:50 acres, Stump Sound Township, Onslow County, North Carolina
•I'l IIS DEED made this _l ( day of I^ UA 12012, by and between
GRANTOR
W. Victor Venters, I I and wife Jane B. Venters
(Jane B. Venters signing solely to release her
Marital interest, if any)
GRANTEE
A. SYDES CONSTRUCTION, INC.
linter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall htclude said panics, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITN ESS F-iji, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwliich is herby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee Simple, all that certain lot or parcel of land situate in,
Stump SoundT'ownship, Onslow County, North Carolina and more particularly described as follows:
Being all of Tax parcel 773-108 and being more particularly described as follows:
A certain tract or parcel of land hounded tin the West by other lands of Clarence W. Grant, on the South by Alpheus
Everette, on the Cast by Liston Yopp and J. Stacy Grant and on the North by the old FDlkstone-Sncads Ferry State
Highway (rock), 13ECINNING on the South side of said Folkstone-Sncads Ferry Highway at what is known as
Chadwick's road, thence along the Easterly edge of said Chadwick's road approximately 318ths of a miles to
Grainger's Branch, thence up and with the center of the run ofGrainger's Branch approximately one-half mile to a j
ditch emptying into Grainger's Branch, thence in a Northerly direction with said ditch approximately three -eights
(318ths) of a mile to the Southerly edge of said Folkstone-Snends Ferry ifigh way, thence in a Westerly direction with
the Southerly edge of said Highway approximately one-half (112) mile to said Chadwick's Road, the poiat orbegianing,
containing by estimation 50 acres, more or less, and being a portion of the property conveyed to .1. Perry Grant and
Clarence W. Grant bv.l, Stacy Grant and wife and Bettie Grant by Deed dated June I3, 1951, and recorded in Book
229, Page 559, office of the Register of Deeds of Onslow" County,
Less and excepting Book 2409, Page 674 and Book 2409, Page 676 and Book 2605, page 28 all of the Onslow County i
Registry.
Together with all rights reserved under deed recorded in Book 2409, Puke 674 of the Onslow County Registry.
Being the same property described in Deed Book 298, Page 112 of the Onslow Cnunty Registry. = �4-
JUL 0 6 2013
100054464DOC:)NC bar Minciaoon Form No. 3 C 1476, Revised 0 t 177.7002
Printed try Agrerment with the NC Bar Association . 1991 '
i.• vI
Book: 3903 Page: 319 Page 1 of 2
Book: 3903 Page: 319 Seq:

(Page 2 of 2)
And the Grantor covenants with the Grantee, that Grantor is seized ofthe premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and icec and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claim,, ofall persons whomsoever, other than the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as ofthe day and year first above written.
/y iY„✓ zC �5 � (SEAL)
1'. ictor Ven rs, 11
_(SL•AL)
Ja I Venters
State of North Carolina - County of Onslow
fury/
1, the undersigned Notary Public ofthe County fabStetior cif gertify that W. Victor Venters personally appeared be fare
me this day and acknowledged the due execution ofthk-fnn;oing ins[rum�itt f¢r the purposes therein expressed Witness my hand and
Notarial stamp or seal this _�9 day of December, 2012.
tiotoly Pupllc _
My Commission Expires: . D� .Q/�p = Onslow CoJ"
unty
1-1 ary Puke
State ol'North Carolina - County of New Hanover '!'r9/ I C P' Ok I
Ir!'11111111 V: -'0
I, the undersigned Notary Public ofthe County and State aforesaid, certify that Jane 11. Venters personally appeared before me
this day and acknowledged the due execution of the foregoing instrument for the purposes therein expressed. fitness my hand and
Notarial stamp or seal this_1$�day of December, 2012.
My Commission ESxpires:�a
—CHRISTOPHER RIVERA Notary Ic
Notary Public
New Hanover Co„ North Carolina
My Commission ExplrBs Oct. 04, 2016
The foregoingCerdficate(s) of Ware
certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the
first page hereof.
By:
Register of Deeds for County
DepurylAssistant -Register of Deeds
l oDl15J4fi4,M?CjNC nor Association Form No. 7 Q 1976, Rcr iscd G 1977, 2M12 ' JUL 082013
Printed by Agreement with the NC Bar Asutcierinn - 1981
Book: 3903 Page: 319 Page 2 of 2 1
I
Book: 3903 Page: 319 Seq: 2

MEMORY TRANSMISSION REPORT
TIME :08-02-2013 15:24
FAX NO.1
NAME
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DATE
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919104556325
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State of North Caroltrla
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_ State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Put McCrory, Governor FAX COVER SHEET John E Avarla III, Secretary
Date: No. Pages (excl. cover):
To: A"",- ol O l5 From: Jo Casmer
Co: Phone: [phone]
Fax: �� " �-� Fax: [phone]
Re:
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :08-02-2013 15:22
FAX NO.1
NAME
FILE NO.
296
DATE
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TO
919104553441
DOCUMENT PAGES
8
START TIME
: 08.02 15:21
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Pm Mct_Yory, a:avernnr
`SUCCESSFUL TX NOTICE" '
Stotts or TTortb Caratlou
uepare.nena or acn.�lrnnm�na .na PYetn Y'n1 >Ete■ou ra;e■
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FAX Ct7vER 6t tnFT
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Ph. no: [phone]
Fax: [phone]
127 i_wMlnwl 1:l rlvrf Fixtnnd—. Wllmin Qt[ln, NC 201405 • [phone] - An $quw.1 opportualty AfYlrn�wllve Aalion IImpinywr

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John ESkvarl'a III, Secretary
Date:
To:
Fax:
`sW8
No. Pages (excl. cover):
From: 7o Casmer
Phone: [phone]
Fax: [phone]
127 Cardinal Drive Extension, Wilmington, NC 28405 # [phone] • An Equal Opportunity Affirmative Action Employer

-1
kMCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John Skvarla
Governor Acting Director' Secretary
July 12, 2013
Anthony Sydes, President
A. Sydes Construction, Inc.
Posf Office Box 7122
Jacksonville NC, 28541
Subject: Request for Additional Information
Stormwater Project No. SW8130703
Nautical Reach
Onsiow County
Dear Mr. Sydes:
The Wilmington Regional Office received a Stormwater Management Permit Application for Nautical Reach on July 8,
2013, A preliminary review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
The orifice elevation must be within 6 inches plus/minus of the seasonal high water. The proposed design elevation
is 2.75 feet below the seasonal high water table, please correct. Note this design change will necessitate the
resubmittal of the wet detention basin supplement as well as the stormwater pond and outlet structure details.
Please note that this request for additional information is in response to a partial, preliminary review. The requested
information should be received by this Office prior to July 19, 2013, 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.
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 (910)
796-7215 or email me at [e-mail],
Sincerely,
Chris Baker
Environmental Engineer II
GDSlcsb: S:IWQS1Stormwater\Permits & Projects120131130703 HD12013 07 addinfo 130703
cc: Jason Houston, P. E., Parker and Associates, Inc.
Wilmington Regional Office
Stormwater File
1617 Mail Service Center, Raleigh, North Carolina 27699.1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: 91H07.6492
Internet: www.ncwatergualiN.org
An Equal opportunity 1Arf rnative Action Employer
jNoith"Carolina
IN, atura41Y

MEMORY TRANSMISSION REPORT
FILE NO.
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DATE
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TO
:n 919104556325
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START TIME
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TIME :07-15-2013 08:20
FAX NO.1
NAME
"'SUCCESSFUL TX NOTICE...
St-t- of Nor[h Cnroiinu
i>tnparemane nr nd Natw-wl Ruources
Wil natnQion R�RInnp1 A/ffce
PolM� ory, Governor FA3C foh" )Il, 9ecrat—y
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Phone_ (10)796-7336
Ylnx_ .S S -- 6. a Farr_ (21933so-2ooq
127 C—di.w1 "J I— 6xtcr.eiare, Wil...l..gtu.., NC 28405 - <910) 796-7215 - Ara T3qunl Opporh.nity Aln--l— Ami— E—ployer

�k
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John ESkvarla III, Secretary
Date: �s No. Pages (excl. cover): /
To: i/ � 41� From: Jo Casmer
Co: T,e�� o .J Phone: [phone]
Fax: �? /DFax: 910 350-2004
Re: /U,19a7— G �EAG�- SGv$ /3D�o3
127 Cardinal Drive Extension, Wilmington, NC 28405 • (910) 796-72 t5 • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
214
07.15 08:18
rs 919104553441
2
07.15 08:19
07.15 08:19
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OK
TIME
FAX NO.1
NAME
—SUCCESSFUL TX NOTICE'
07-15-2013 08:19
gtat. al Nprlh Carolina
tlnpartmenl u! 6nv1ronauent anQ Natural R�aurces
wil.11lnaton lilt Qin,nwl (.7M—
f'n0 Af'nCrory, C70v nar FAX CANTER 9TTi:F'T Jo/�aR ESlFvarlw !!/. 5 acreta ry
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M
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John ESkvarla III, Secretary
Date: S ^ No. Pages (excl. cover): /
To: � �/�/�� r ,�% sp J � 5 rtp jFrom: Jo Casmer
Co: / %���� r �`5 -S a Phone: [phone]
Fax: `�s �� Fax: [phone]
Re: /v �y7i GA �EA�t1 — .SLrJ,F` /3d -,-7o_5
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127 Cardinal {give Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541-0976
910-455-2414 0 Fax: [phone]
Firm License Number F-0 108
July 8, 2013
Ms. Georgette Scott
Environmental Specialist
NCDI NR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Nautical Reach
Sping Horizo�S
Onslow County, NC
Express Stormwater Submittal
Dear Ms. Scott,
Please find enclosed the following for the above referenced Stormwater Submittal package.
1. Two (2) sets of Plans (Sheets 1 — 4, 15 & 17 of 20)
2. One (1) original and One (1) copy of the Stormwater Management Permit Application Form
3. One (1) original and One (1) copy of the High Density Residential Subdivision Deed Restriction and
Covenants Form.
4. One (1) copy of the Stormwater Narrative.
5. One (1) original set of Wet Detention Basin Calculations.
6. One (1) original Wet Detention Basin Supplement Form
7. One (1) original Operation & Maintenance Agreement Form (Wet Detention Basin)
8. One (1) original Level Spreader — Vegetated Filter Strip Supplement Form
9. One (1) original Operation & Maintenance Agreement Form (Level Spreader)
10. One (1) copy of Effective Infiltration Narrative
11. One (1) copy of the Soils Report from Pittman Soil Consulting.
12. One (1) copy of a portion of' Sneads Ferry USGS Map.
13. One (1) copy of the Property Deed (Deed Book 3903, Page 319)
14. One (1) copy of the Annual Report for A. Sydes Construction, Inc. from the Secretary of State
website.
15. One (1) Check No.33646 in the amount of $4,000.00 for the Review fee.
If you have any questions or need any additional information, please contact me.
Sincerely,
PARKER & ASSOCIA"f 1 NC.
JUL 08 2013 r.
Athan M. Parker, E. .
Enclosures
xc: Mr. Anthony W. Sydes — A. Sydes Construction, Inc. (w/paperwork)
CF (P), LAM, TM S
AMP/k IL ADDRESS: TEXT MESSAGES TO: [e-mail] MAPS AND PLANS TO: paidrartra?bizec.rr.com
c3.AMP. cott.NauticaIReach.SWSUb.07.08.13
• ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS • SUBDIVISION & CONSTRUCTION PLANS

For DENR Use ONLY.
Reviewer. of'B
�,�; North Carolina Department of Environment and Summit: `7 _6
Natural Resources
NCDENR Request for Express Permit Review Time: �` �
Confirm: I —3
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 maA fsame 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.davidson
ncdenr. ov
• Fayetteville or Raleigh Region -David Lee 919.791-4203; david.lee(@ncdenr.gov
• Mooresville d -Patrick Grogan 704-663-3772 or patrick.groyan(ED-ncdenr.gov
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardisonAncden►.gov
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russel0mcdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of request
SW
SW
SW
SW
SW.
�A (_v6 It
Project Name: NAUTICAL REACH County: ONSLOW
Applicant: ANTHONY SYDES Company: A. SYDES CONSTRUCTION, INC.
Address: P.O. BOX 7122 City: JACKSONVILLE, State: INC Zip: 28541-_
Phone: [phone], Fax: [phone], Email: @
Physical Location:OFF OLD FOLKSTONE ROAD, SNEADS FERRY
Project Drains into GRANGERS BRANCH waters — Water classification SA:HQW (for classification see-
http://h2o.enr.state.nc.us/bims/reports/reportsWB,htmi
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters Y or within 1 mile
and draining to class HQW waters? Y
Engineer/Consultant: ATHAN M. PARKER, El Company: PARKER & ASSOCIATES INC.
Address: P.O. BOX 976 City: JACKSONVILLE, State: NC Zip: 28541-0976
Phone: [phone], Fax: [phone], Email: [e-mail] {'
SECTION ONE: REQUESTING A SLOPING MEETING ONLY JUL 0 9 2013
G rYt
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR. [_1 OTHER:Is
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 4011 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 Wetland (linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑lBkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # 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 t!)
❑ 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 express meeting request
l
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 wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ❑ No
DFNR use
Fee Split for multiple permits: (Check # i Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
LAMA
$
Variance { Maj; El Min) J
$
SW (❑ HD, ❑ I.D. ❑ Gen)
$
401: -
$
lmllLQS�
$
Stream Deter,
I
$
NCDENR EXPRESS March 2009

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• NAUTICAL REACH
STORMWATER NARRATIVE
JUNE 2013
Nautical Reach is proposed 144 lot residential subdivision located off Old Folkstone
Road (SR 1518) in Sneads Ferry, Onslow County, The 59.36 acre project is positioned between
Mimosa Bay on three sides, South, East and West, and has Old Folkstone Road as the Northern
boundary. Grangers Branch, SA;HQW, runs in conjunction with the South most property
boundary, shared with Mimosa Bay. The property is currently vacant and wooded, with an area
of 404 wetlands along Grangers Branch as well as a non -Jurisdictional ditch that runs North
along the East most boundary, again in conjunction with Mimosa Bay.
The project drains to Grangers Branch (SA; HQW), and will be providing stormwater
treatment under high density guidelines in the Coastal Stormwater Rules for development near
SA Waters. Under these development guidelines, point discharges of stormwater are prohibited,
and the project requires diffuse flow of stormwater at non -erosive velocities to provide effective
infiltration. The projects as designed uses curb and gutter with a pipe network system for
drainage conveyances. This project will have one Stormwater Control Measure that will provide
treatment to stormwater runoff. This device as proposed will be a stormwater wet detention
basin that will outlet through a level spreader -vegetative filter strip at low velocities for the
treatment volume, all higher flows have been designed to bypass the LS-VFS. The LS-VFS has
been provided to mitigate the no discharge requirement. The device will treat roughly 47.8 acres
of the total tracts 59.4 acres. This is due to existing site conditions making it cost prohibitive to
route this additional stormwater, which mostly is existing wetlands, to the pond. We have a note
on the preliminary plat, which will be placed on the final plat for recording with Onslow County,
in summary to allow BUA in these areas only if the stormwater permit is revised or a new permit
is obtained.
.For all other information please refer to the Stormwater Management Permit Application
form and package with calculations or to the detailed plans.
0

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Russell, Janet
W,rom: Athan Parker [[e-mail])
ent: Monday, July 01, 2013 10:32 AM
To: Russell, Janet
Subject: Nautical Reach Express Reivew
Attachments: stormwater narrative.pdf; Temp00008.PDF; Temp00009.PDF; Temp00007.PDF;
SKMBT_C45213070110250.pdf; RequestForExpressPermitReview (2 1 11),pdf
Janet,
Please see the attached request for Express Permit Review form, Stormwater Narrative, Portion of Sneads Ferry USGS
Quad and Grading Plan (3 separate sheets) for the above referenced project.
Will you please schedule me an appointment to review this project sometime in the next two weeks, July 7-11'h any time
or July 15-181h. We cannot meet Friday the 12'h or the 191h but any other day will work.
Thanks,
Athan M. Parker, El
Parker & Associates, Inc.
Engineers*Surveyors*Planners
[phone]
Firm License Number - F-0108
E