SW8131207_HISTORICAL FILE_20140516

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1312 01
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
fTl HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 C) \4 0 5 l o
YYYYMMDD

w
NCDENR
North Carolina Department of Environment and
Pat McCrory
Governor
May 16, 2014
Natural Resources
Mr. David Lee, Vice President
DR Horton, Inc.
4073 Belle Terre Blvd.
Myrtle Beach, SC 29579
Subject: State Stormwater Management Permit No. SW8 131207
Hawkeswater at the River, Phase 4
High Densi Subdivision Wet Pond Project
Brunswick ounty
Dear Mr. Lee:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit Application
for Hawkeswater at the River, Phase 4 on May 15, 2014. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 131207
dated May 16, 2014, 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 May 16, 2022, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in
this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
procedures for changing ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system,
to record deed restrictions, to transfer the permit, 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 written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150E of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing
process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. 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
Christine Nelson in the Wilmington Regional Office, at [phone].
Sin rely,
�. r
q
Tracy D is, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/can: \\\Stormwater\Permits & Projects\2013\131207 HD\2014 05 permit 131207
cc: Timothy Clinkscales, Paramounte Engineering
Brunswick County Inspections
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 131207
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
DR Horton, Inc.
Hawkeswater at the River, Phase 4
River Road, Leland, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance
with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter
separately and collectively 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 and considered a part of this
permit.
This permit shall be effective from the date of issuance until May 16, 2022 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 1.9 of this permit. The runoff from all built -upon
area within the permitted drainage area of this project must be directed into the
permitted stormwater control system. The wet pond has been designed to handle
the runoff from 93,568 square feet of impervious area.
3. The subdivision is permitted for 8 lots, each allowed a maximum of 7,500 square
feet of built -upon area.
4. The maximum built -upon area allowed for the entire subdivision is 93,568 square
feet.
5. The project shall provide and maintain a 50' wide vegetative buffer adjacent
surface waters, measured horizontally from and perpendicular to the normal pool
of impounded structures, the top of bank of each side of streams and rivers and .
the mean high water line of tidal waters.
6. A vegetated filter strip is not required for this pond as it has been designed for a
90% total suspended solids removal efficiency.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 131207
7. Based on this plan and design submitted to DEMLR, the elevation of the
permanent pool is set at 6.0 fmsl, the elevation of the temporary pool is set at 7.0
fmsl, the outlet invert elevation is 5.5 fmsl, the elevation of the downstream
discharge point is 5.0 fmsl, and the highest elevation of the adjacent wetland is
3.0 fmsl.
a. The difference in the elevations between the permanent pool and the
nearby wetlands indicates that the pond will not dewater the adjacent
wetlands. Additionally, the downstream elevations and conveyances, as
demonstrated on the plans, are at an elevation lower than the outlet pipe,
allowing the pond to function adequately to release the required storage
volume within the specified drawdown time.
A site specific soil evaluation was not provided for this project. Without a
site specific soils evaluation, the seasonal high water table and/or
groundwater conditions are unclear in the location of the wet pond;
therefore this wet pond may not be able to sustain its permanent pool
level. Please note that this may cause the wet pond to become dry
between storm events which may endanger the health of the vegetation
on the vegetated shelf or incoming groundwater may maintain a pool level
that prevents the required storage volume from being available and
preventing the runoff from discharging within the specified drawdown
time. Therefore, the designer is responsible for:
1. providing DEMLR with a certification and survey showing the pond
meets all approved design criteria and elevations as noted in the
plans and this permit.
2. ensuring that the owner is aware that: (a) the pond may dry out
between storms and that, (b) a healthy stand of vegetation must be
maintained on the vegetated shelf.
C.
If, in the future, this design is not found to sleet the intent of the
stormwater rules or does not provide the required design elements, then
modifications to the stormwater system, including the pond design, will be
required.
8. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
Drainage Area, acres:
6.34
Onsite, ft2:
276,065
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
93,568
Onsite, ft2:
93,568
Offsite, ft2:
0
C.
Average Pond Design Depth, feet:
3.0
d.
TSS removal efficiency:
90%
e.
Design Storm:
1.5
f.
Permanent Pool Elevation, FMSL:
6.0
g.
Permitted Surface Area @PP, ft2:
12,738
h.
Permitted Temporary Storage Volume, ft3:
14,966
i.
Temporary Storage Elevation, FMSL:
7.0
j.
Predevelopment 1 yr-24 hr. discharge rate, cfs:
7.45
k.
Controlling Orifice:
2.0"0 pipe
I.
Orifice Flowrate, cfs :
0.07
m.
Permanent Pool Volume, ft3:
39,179
n.
Forebay Volume, ft3:
7,988
o.
Maximum Fountain Horsepower:
1/8
p.
Receiving Stream / River Basin:
Brunswick River / Cape Fear
q.
Stream Index Number:
18-77
r.
Classification of Water Body:
"SC"
Page 3of9

State Stormwater Management Systems
Permit No. SW8 1312D7
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the
approved stormwater drainage system shown on the approved plans, unless and
until the Division has approved of the revised plan.
The permittee is responsible for the routine monitoring of the project for
compliance with the built -upon area limits, grading, and the storm drainage
system established by this permit, the permit documents, the approved plans,
and the recorded deed restrictions. The permittee shall notify any lot owner that
is found to be in noncompliance with the conditions of this permit in writing, and
shall require timely resolution.
3. The permittee shall review all individual proposed and modified lot plans for
compliance with the conditions of this permit. The permittee shall not approve
any lot plans where the maximum allowed built -upon area has been exceeded, or
where revisions to the grading or to the storm drainage system are proposed
unless and until a permit modification has been approved by the Division.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
6. The 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. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, 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. Alteration of any aspect of the approved stormwater drainage system
and/or the approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
7. All stormwater collection and treatment systems must be located in public rights -
of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such required rights -of -way, common areas
and easements, in accordance with the approved plans.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. If the stormwater system is 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. 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
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 131207
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
11. The permittee shall follow the approved Operation and Maintenance (O&M)
Agreement in its entirety, and shall provide and perform the listed operation and
maintenance at the scheduled intervals to assure that all components of the
permitted stormwater system function at design condition.
12. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
13. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 131207, as issued
by the Division of Energy, Mineral and Land Resources under NCAC
2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources.
f. The maximum built -upon area per lot is 7,500 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the more restrictive of the two numbers.
h. All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters,
which drain to the pond or street, grading the lot to drain toward the street
or directly into the pond, or grading perimeter swales and directing them
into the pond or street.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. All affected lots shall maintain a 50' wide vegetative buffer adjacent to
surface waters, measured horizontally from and perpendicular to the
normal pool of impounded structures, the top of bank of each side of
streams and rivers and the mean high water line of tidal waters.
k. Any individual or entity found to be in noncompliance with the provisions of
a stormwater management permit or the requirements of the Stormwater
Rules is subject to enforcement procedures as set forth in G.S. 143,
Article 21.
Page 5 of 9

State Stormwater Management Systems
Permit No. SWB 131207
14. 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.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by
DEMLR personnel. The project and the stormwater facility must be in compliance
with all permit conditions. Any items not in compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
16. 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/8 horsepower.
17. If permeable pavement BUA credit is desired, the permittee must submit a
request to modify this permit to incorporate such language as required by the
Division of Energy, Mineral and Land Resources. The request to modify must
include a proposed amendment to the deed restrictions and protective covenants
for the subdivision, and a soils report identifying the type of soil, the Seasonal
High Water Table elevation and the infiltration rate. Upon the successful
completion of a permit modification, the individual lot owners that request to
utilize permeable pavements shall submit the necessary forms and
documentation to the permittee, or a designated agent, and receive approval
prior to construction of the permeable pavement.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownershi Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at:
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
In. A mailing address change of the permittee;
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit. Neither the sale of
the project in whole or in part, nor the conveyance of common area to a third
party constitutes an approved transfer of the permit.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 131207
3. Any person or entity found to be in noncompliance with the terms and conditions
of a stormwater management permit or the stormwater rules is subject to
enforcement action as outlined in NCGS 143, Article 21.
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.
6. The permittee grants DENR Staff permission to enter the property during normail
business hours for the purpose of inspecting the permitted stormwater
management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
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, supplement forms, O&M Agreements and
calculations for this project are incorporated by reference and are enforceable
parts of the permit. The permittee shall maintain a copy of these documents on
file at all times.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application 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 16th day of May 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ivision of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 131207
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 1312,07
Hawkeswater at the River, Phase 4
Stormwater Permit No. SW8 131207
Brunswick County
Designer's Certification
Page 1 of 2
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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systerns
Permit No. SW8 131207
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-DEMLR Regional Office
Brunswick County Building Inspections
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
-�S S
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
77tis form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Flawkeswater at the River Phase 4
2. Location of Project (street address):
1.15 miles south of the intersection of Hwy 17 and SE River Road(NC 133), on SE River Rd.
County: Brunswick Zip:28461
3. Directions to project (from nearest major intersection):
1.15 miles south of the intersection of Hwy 17 and SE River Road(NC 133), on SE River Rd. (Leland, NQ
4. Latitude:34' 13' 8.54" N Longitude:77' 58' 55.93" W of the main entrance to the project.
it. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 5.8 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
DEC 0 9 2013
Fonn SWU-101 Version 07July2009 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:DR Horton Inc.
Signing Official & Title:David Lee VP of DR Horton, Inc _
b.Contact information for person listed in item la above:
Street Address:4073 Belle Terre Blvd.
City:Myrtle Beach State:SC Zip:29579
Mailing Address (if applicable):
City,: State: 'Lip:
Phone: (910 ) 620-2763 Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 26 below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/,
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Zip:
Mailing Address
Phone: f 1 Fax:
Email: F vl G E C 7�" f
3. a. (Optional) Print the name and title of another contact such as the project's co truchan guope�i br r ther
person who can answer questions about the project:
Other Contact Person/Organization:David Lee
Signing Official & Title:AAgent
b.Contact information for person listed in item 3a above:
Mailing Address:4073 Belle Terre Blvd.
City:Myrtle Beach State:SC Zip:29579
Phone: (843 ) 315-9399 Fax: ( 1
l,mail:[e-mail]
4. Local jurisdiction for building permits: Brunswick County
Point of Contact: Phone #:
FormSWU-101 Version07July2009'' fvPage`•2.of6:
J:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater will be treated through the use of storm drainage system to a wet detention pond
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 7.25 acres 5. Total Coastal Wetlands Area: 0.45 acres
6. Total Surface Water Area: 0.29 acres
7. 'rota) Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area4:6.51 acres
Total project area shall be calculated to exclude thefollowing: the normal ool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward frmn the NHW (or MHW) line. The residtnnt project area is used to
calculate overall percent built upon area (BUA). Nan -coastal wetlands landward of lire NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 33
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Draina a Area'
Receiving Stream Name
Brunswick River
Stream Class *
SC
Stream Index Number *
18- 77
Total Drainage Area (so
276,065
On -site Drainage Area (so
276,065
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
93,568
Impervious Area** total
33.9
Impervious- Surface Area
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
60,676
On -site Streets (so
21,321
On -site Parking (so
9,764
On -site Sidewalks (so
1,807
Other on -site (so
0
Future(so
0
Off -site (so
0
Existing BUA*** (so
0
Total (so:
93,568
Stream Class and Index Number can be determined at: hUp://It2o.ennstate.ru.us/bims/reports/reportsWB.ht ri
Impervious area is dtfi'ned as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*" Report only that amount of existing BUA that will remain after development. Do not report any existing BLIA that
is to be removed and which will be replaced by nezo BUA.
Form SWU-101 Version 07July2009 Page 3 of

11. 1-low was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered .Species watershed that may be subject to more stringent stornnvater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htti2://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and [IMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map athttp://h2o.enr.st.ite.nc.us/SU/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from ham://h2o.enr.state.nc.us/su/bmp forms.htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
zG
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to°�
http://www.etivhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
rGC
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/x mile of the site boundary, include the'k
mile radius on the map.
n'n_
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded p
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal wan " EC E0®t/ F
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. DEC 0 9 2093
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control urea es.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by d3t -
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Form SWU-101 Version 07Ju1y2009 Page of

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3334 Page No: 510
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp://www.secretary.state.nc.us/Corporatioiis/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
htti3://h2o.eiir.stale.nc.us/su/bmD forms.htm#deed restrictions. Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Timothy Clinkscales
Consulting Firm: Paramounte Engineering
Mailing Address:5911 Oleander Drive, Suite 201
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707
Email:tclinkscales@l)-,iramounte-eng.com
Fax: (910 ) 791-6760
IX. PROPERTY OWNER AUTHORIZATION (if Con tact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type nnrne of per:;on
lister) in Contact Information, item la) with (print or type nnrne of organization listed in
Contact Information, item 11)) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
:CEIVE
DECO 9 2013
Form SWU-101 Version 07.1uly2(109 Foi Ra&a51o1161 `,-,: ion 11 t0,2i)w) ! ,

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result inappropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
I, , a Notary Public for the State of
do hereby certify that
County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or type name of person lister! in Contact Information, item 2) d�✓t rl G ��
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules uP er 15A NCAC 2H .1000, SL 2006-246 (Ph. II -Post Construction) or SL 2005-211.
Signature:_M `SIC// � Date: Z tA
I, v +Gbten L. M(.✓t X a Notary Public for the State of KlMt. CAwn& , County of
t AA AN tCA._ do hereby certify that 0"*td Lee. personally appeared
before me this 4 day of Der P"L- v- Zo! � • and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, An.-
°�GNSN
(�0 NOTARY X
PUBLIC 2
S W I CIK
SEAL
My commission expires r1La.. ic-, ZQ%L
DEC 0 9 2013
BY:— --
Form SWU-101 Version 07Ju1y2009 Page 6 of

PARAMOUNTE
E N G I N E e FZ I N
5 9 1 1 O 1, S A N D E R D R I V P S U I 'r E 2 0 1
W 1 I. M I N G T O N N C 2 8 4 0 3
9 1 0- 7 9 l- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
I. E T T E R O F T R A N S M I T T A L
To:
NCDENR
Date
5115114
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Hawkeswater Phase 4
Attn:
Christine Nelson
ProjcetNo. 12293.PE
tUe are sendin
N Oribrinals
N Prints
❑ Shop Drawings
N Calculations
he following items:
❑ Correspondence
N Plans
❑ Specifications
N Other its listed below
Quantity Date Dwg. No. Description
2 C-2.0, C-3.0,C-3.1
Issue Status: N For Approv:d ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted,❑ Other
HE
y_ V
Remarks:

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, May 13, 2014 11:00 AM
To: 'Tim Clinkscales'
Subject: RE: Hawkeswater Phase 4
Tim,
I'm taking a look through the additional information submitted on April 8 for this project. I need a few more copies of
the plan sheets to issue this permit. I see on the provided revised plan sheets C-3.0 and C-3.1 that the material
proposed at the end of the walkway has been changed. Can I get the following plan sheets that also reflect this change:
2 copies of sheet C-2.0 and an additional copy of both C-3.0 and C-3.1.
Thank you!
Christine
Emoil correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Monday, March 31, 2014 7:11 AM
To: Tim Clinkscales'
Cc: Scott, Georgette
Subject: RE: Hawkeswater Phase 4
Tim,
An extension of a week is fine with me.
Thanks for the e-mail.
Christine
Emoil correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Tim Clinkscales [mailto:tclinkscales(a)oaramounte-eng.com]
Sent: Saturday, March 29, 2014 12:31 PM
To: Nelson, Christine
Cc: Scott, Georgette
Subject: Hawkeswater Phase 4
Christine,
Based on getting feedback on the seasonal high water table on Friday, I would request an extension on the resubmittal
for this project. I would say a week extension would be fine.
Thanks
Tim
Tim Clinkscales PE, PLS
PARXM 5U_ NIT
PARAMOUNTE ENGINEERING, INC

PARAMOUNTE
E N G 1 NEE FRI N G. 1 N C.
April 7, 2014
NCDENR - Land Quality
Attn: Christine Nelson
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28403
RE: Hawkeswater Phase 4
Project No.: SW8 131207
Response to Comments
Dear Ms. Nelson,
SCENE
APR 0 @ 2014
BY:
On behalf of DR Horton, we are submitting a response to comments in a letter, dated
February 27, 2014. The comments from this letter are listed below with our response
provided in bold.
Erosion Control
I. Seasonal High Water "Cable
• Based on emails and conversations with staff, a line in the permit will reflect
this comment
2. Concrete Sidewalk in the 50 foot vegetative buffer
• The walkway has been updated to reflect a wooden walkway within the 50
foot setback line as shown on sheet C-3.0
3. Updated Drainage Area
• The correct drainage area has been updated on Sheet C-3.1
4. Additional details, spot elevations, contours, etc.
• Sheet C-3.0 has been updated to show the additional grading information, it
was accidentally left off in the last submittal
5. Updated Supplement Form with Elevation 7 as the temporary pool
• The appropriate line items in the supplement form have been updated to
reflect the elevation 7 as the temporary pool because of next available outlet
6. Flow directed into wetlands
• The purpose of rip rap apron is to reduce velocity to a non -erosive manner
than 2fps, we have sized the rip rap apron based on size of pipe and flow for
the 10-yr storm. This is consistent with our past submittals and approvals for
outlets from stormwater ponds
59 1,1OLEANDER D R 1 V E, B T. 2,O I i W I L M I N G T❑ N`( iN C .2--B. 41, 0.3 'I
P H' 1'9"1 ❑1 9 �9 1 ..Grp ❑ •O.•' r ::✓F'A 'X 19 1 G1` T 9'11 6 0 6❑ Y Y 1

April 7, 2014
Page 2
7. Update David Lee's title
• I{is title has been updated on SW101 form
8. Wet Detention Pond Supplement Checklist
• 'Phis has been placed in the submittal package
9. Updated 0&M agreement
• Have updated page 3 of the O&M agreement to reflect changes, if changes
need to be resigned, 1 authorize to make the changes manually to be placed in
the permit
If you have any questions regarding any of this information or require additional material,
please feel free to call. "thank you for your attention to this matter.
Sincerely,
Paramounte Engineering, Inc.
'rim Clin cales, P.E.
ECEWE
APR 0 8 2014
BY..
S 9 -1 ❑,L E A H❑ E R ❑ R 1,V E, $ TIC. 20-11; 'W I L M I H G a❑ H',H❑ 2'a 4�0'3 4
R H 19 1❑ 1 7 9 1 - 6 7❑ 7, F A 1❑ 1' 7 9 1 6 7 6'❑

DARAMOUNTE
E N G I N E E F;Z I N G, 1 N C.
5 9 1 1 O L E A N D E R 1) R I V E S U I T E 2 0 1
W I L M I N G T O N N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDENR
Date
1 4/8/14
127 Cardinal Drive Ext.
Wilmin ton NC 28403
Re:
Hawkeswater Phase 4
Attn:
Christine Nelson
Pro'ect No.
12293.PE
e •are sendin
® Originals
® Prints
❑ Shop Drawings
® Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as fisted below
he following items:
Quantity
Date
Dwg. No.
Description
2
Updated C-3.0,C-3.1
1
Response Letter
t
Updated SW401 page 3
1
Updated Wet Basin Checklist
I
Wet Detention Supplement
I
SW 101 — page 2
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion�Takcn: ❑ No Exceptions'raken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
APR 0 8 2014

Nelson, Christine
From:
Nelson, Christine
Sent:
Monday, March 31. 2014 7:11 AM
To:
'Tim Clinkscales'
Cc:
Scott, Georgette
Subject:
RE: Hawkeswater Phase 4
Tim,
An extension of a week is fine with me.
Thanks for the e-mail.
Christine
Email correspondence to and frorn this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Tim Clinkscales [mailto:tclinkscales(o)paramounte-eng.com]
Sent: Saturday, March 29, 2014 12:31 PM
To: Nelson, Christine
Cc: Scott, Georgette
Subject: Hawkeswater Phase 4
Christine,
Based on getting feedback on the seasonal high water table on Friday, I would request an extension on the resubmittal
for this project. I would say a week extension would be fine.
Thanks
Tim
Tim Clinkscales PE, PLS
PARA. MV JOUTITE
PARAMOUNTE ENGINEERING, INC
591 1 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.i3aramounte-enci.com

Nelson, Christine
From:
Nelson, Christine
Sent:
Friday, March 21, 2014 10:02 AM
To:
Scott, Georgette
Subject:
FW: SW8 131207 add info
FYI - I just got off the phone with Bradley & Annette. They think if the plans show that the PPE is set higher than the
nearby wetlands, then there is no reason to provide a site specific discussion in the narrative. The provided statement in
the narrative is a sufficient summary of the analysis and soil evaluation.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation,
From: Lucas, Annette
Sent: Thursday, March 20, 2014 9:16 AM
To: Nelson, Christine; Scott, Georgette; Bennett, Bradley
Subject: RE: SWB 131207 add info
Thanks Christine — I would really like to see the whole plan sheet so I will ask Tim to send that to me.
From: Nelson, Christine
Sent: Thursday, March 20, 2014 8:59 AM
To: Lucas, Annette; Scott, Georgette; Bennett, Bradley
Subject: RE: SW8 131207 add info
We just have paper copies. I could see about scanning in the area of the pond. Would that get you started?
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Lucas, Annette
Sent: Thursday, March 20, 2014 8:53 AM
To: Nelson, Christine; Scott, Georgette; Bennett, Bradley
Subject: RE: SWB 131207 add info
Christine,
Thanks for sending this information. The other item that I need to help resolve this is the plans for Hawkeswater. Do
you have those? If not, I can request them from Tim.
Annette
From: Nelson, Christine
Sent: Thursday, March 20, 2014 8:04 AM
To: Lucas, Annette; Scott, Georgette; Bennett, Bradley
Subject: RE: SW8 131207 add info
Annette,
I've attached a couple things for you:
1 - the e-mail correspondence I've had with Tim on this project. (I may have not adequately explained myself here)
2 - The e-mail from Tim with the finalized narrative for Seaside Phase IIB
3 - The narrative submitted for SW8 131207
4 - The addinfo for SW8 131207

NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
March 18, 2014
MEMORANDUM:
TO: Georgette Scott
Stormwater Section
DEMLR - WiRO
Natural Resources
John E. Skvarla, III
Secretary
ECEQVE
MAR 18 20%
BY:
FROM: Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Major Permit Application Review
Applicant: D.R. Horton, Inc. /Hawkeswater
Project Location: Hawkeswater, Hwy 133, adjacent to the Brunswick River in/near Belville, Brunswick County
Proposed Project: to construct a 47-slip marina & 8-lot subdivision
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Jonathan Howell at the address above by April 10, 2014. If you have any questions
regarding the proposed project, contact Heather Coats 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 /2-C.)I/�f _
i .7
127 Cardinal Drive Ext,, Wilmington, NC 28405
Phone: [phone] \ FAX: [phone] Internet: www.nccoastalmanaQement.net
An Equal opportunity 1 Affirmative Action Empoyer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: D. R. Horton, Inc., c/o David Lee
2. LOCATION OF PROJECT SITE: Project site is located at Hawkeswater on NC Highway 133, adjacent to the
Brunswick River, in or near Belville, Brunswick County.
Photo Index - 2006: 15-7363; M-O, 6 2000: 15-152; J-M, 20 1995: 15-164; K-M, 13-14
State Plane Coordinates - X: 2308016 Y: 172095 Rover File: Q031216A
Lat:34013106.58782"N Long:77°58'52.29752"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 11/25/13
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — Complete 3/7/14
Office- Wilmington
6. SITE DESCRIPTION:
(A)
Local Land Use Plan — Brunswick County
Land Classification From LUP — Conservation
AEC(s) Involved: ES, PT, EW
(C)
Water Dependent: Yes
(D)
Intended Use: Private
(E)
Wastewater Treatment: Existing -Municipal
Planned - N/A
(F) Type of Structures: Existing — None.
Planned - Proposed 8-lot residential development and 46-slip marina.
(G) Estimated Rate of Erosion: N/A
Source- N/A
HABITAT DESCRIPTION:
[AREA]
12MUGED OTHEIL
(A) Vegetated Wetlands
—420 sq. ft.
§404 wetlands
(shaded)
(B) Non -Vegetated Wetlands (Shallow Bottom)
20,543 sq ft.
(incorporated)
Other — High ground
6.76 acres
(distu:rbed)
(D) Total Area Disturbed: 315,429 sq. ft. (7.24 acres)
(F) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a 46-slip marina and 8-lot subdivision.

D. R. Horton, Inc., c/o David Lee
Page Two
9. PROJECT DESCRIPTION
The project is located off NC Highway 133, adjacent to the Brunswick River, in or near Belville, Brunswick
County. To find the project site from Wilmington, travel south on NC Hwy 133 towards Southport. Travel
approximately 1.25 miles from US Hwy 74/76 and the property will be located on the left.
Hawkeswater is a planned development that spans approximately 173 acres on the west side of NC Hwy 133
and consists of 455 planned residential units. The project site is a 7.25 acre parcel, called Phase 4 of
Hawkeswater, located east of NC Hwy 133. The property slopes down from the road to the shoreline. The
highground portion of the site is vegetated primarily with Oaks (Quercus spp), Pines (Pinus spp.) and
Magnolias (Magnolia grandii fora). The shoreline has not been stabilized and transitions from high ground to
mixed coastal and 404 wetland species: Common Reed (Phragmites australis), Cattails (Typha spp.), and Salt
Marsh Cordgrass (Spartina alternii fora). A site visit by boat was conducted on November 25, 2013. Water
depths taken at low tide were found to be consistently P deeper than what is depicted on the plans- which is
likely due to both wind and a slightly higher than average tide.
The waters of the Brunswick River are classified as SC by the North Carolina Division of Water Quality. The
waters are designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries. They are
CLOSED to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing a new phase (Phase 4) of the Hawkeswater development consisting of an 8-lot
subdivision of the parcel and a 46-slip marina. A 6' wide pier would extend 262' in length to a floating T-head,
measuring 160' in length by 8' in width. A 16' in length by 16' in width roofed platform (gazebo) would be
located approximately midway down the pier and over open water. The pier would lead down a ramp to a 8' in
length by 8' in width ramp landing leading to the T-head. Two dock spines would then extend off the T-head.
A -Dock would measure 170.5' in length by 8' in width and B-Dock would measure 155' in length by 8' in
width. A -Dock would have ten finger piers, 5 on each side, each measuring 25' in length by 3.5' in width. B-
Dock would have eight finger piers, four on each side, each measuring 25' in length by 8.5' in width. The two
docks would create 42 permanent slips. A terminal T-head would be located at the end of the two dock spines.
Each of the two terminal T-heads would measure 58' in length by 8' in width. The waterward side of the
terminal T-heads would not accommodate permanent slips but is proposed to allow for the temporary tie-up of
an additional 4 transient vessels for a total docking space of 46 vessels. No docking is proposed on the landward
side of the docking facility. Water depths during my site visit appeared to be consistent with those shown on the
plans at 4' relative to Mean Low Water (MLW) in the approximate location of the landward side of the dock
and approximately -8' at MLW toward the waterward side of the dock. A concrete path would be constructed
outside the 30' buffer and would transition to a wooden boardwalk within the buffer. The sidewalk/boardwalk
would lead to the marina facility. A stormwater pond is also proposed partially within the 75' Estuarine
Shoreline AEC. A gate, road, marina parking, bathroom/storage building and residential infrastructure are also
proposed landward of the 75'Estuarine Shoreline AEC (See Sheet 9 of 10).

D. R. Horton, Inc., c/o David Lee
Page Three
10. ANTICIPATED IMPACTS:
The proposed development would incorporate approximately 20,543 square feet of shallow bottom in total
(estuarine waters and public trust area). The pier would shade approximately 420 square feet of coastal
wetlands. Approximately 300 square feet would be low marsh (Spartina alterniora) and the remaining 120
square feet would shade high marsh/§404 wetland species. The project would also disturb approximately 6.76
acres of high ground. The work would likely result in a temporary increase in turbidity. No dredging is
proposed and water depths appear to be sufficient to avoid kicking or prop dredging.
The proposed dock would extend approximately 347' into the waterbody from the waterward edge of marsh,
which measures approximately 1474' across from marsh to marsh. As proposed, it does not appear the docking
facility would encroach into the channel portion of the waterbody, nor would it exceed 1/4 the width of the
waterbody as shown on plans. The docking facility, as proposed, would not extend into either of the 15'
adjacent riparian corridor setbacks.
Submitted by: ]-leather Coats Date: March 17, 2014 Office: Wilmington

Project Narrative
Ilawkeswater Residential Wet Slip Boat Storage Facility
NC 133, Brunswick County, N.C.
Brunswick River
Applicant: U. R. Horton, Inc.
The Hawkeswater development is located in Brunswick County on NC Highway 133
approximately '/4 of a mile south of US Highway 17/74/76. The development property
contains a total of 172.88 acres. The majority of the property lies on the west side of NC
133, is zoned R-7500/PUD and planned for 455 residential units. The Phase 4 parcel.,
located on the east side of NC 133 features a shoreline along the Brunswick River, is
zoned RR and is planned to have eight single-family residential lots and a wet slip boat
storage facility with parking to serve I-lawkeswater residents. Under the RR zoning
classification, a residential wet slip boat storage facility is a use allowed with a County
Special Exception Permit. On October 10, 2013 the Brunswick County Board of
Adjustments voted to approve the requested Special Exception Permit for such a facility.
In order to obtain State and Federal authorizations for the community marina, a CAMA
Major Permit application is being submitted for review. Following County approval, and
through consultation with the Division of Coastal Management, the size of the facility has
been reduced to accommodate 42 permanent slips rather than the original planned 64
slips.
The Phase 4 parcel is currently undeveloped with a mixed pine -hardwood tree canopy
and evergreen shrub layer on the upland with a mix of coastal wetland grasses along the:
shoreline. The width of the Brunswick River in this location is approximately 1,500'
(marsh to marsh). Water depths in the footprint of the proposed open -water facility are -
4' mllw to -8' mllw. The length of the property shoreline is 554' as measured at the
Normal High Waterline. The riparian property located to the north of the parcel is
Brunswick River Park and to the south is an undeveloped privately -owned tract.
The proposed residential wet slip boat storage facility will be comprised of an elevated.
6'-wide fixed pier with a centrally located 16'xl6' gazebo. The end of the pier features a
hinged ramp leading down to the floating dock system. The dock spine and two main
dock extensions will be 8'-wide along with the T's at their ends. Shared slip fingers will
be 3.5'-wide. There are to be 42 permanent 25' long slips. In addition, there will be 58
linear feet of side -to temporary tie up dockage located on the outsides of each of the two
main dock extension T's. This temporary tie up dockage space is not to be sold or leased.
Based on the current available water depths, no dredging will be required. The fa�k - NGED
DCM WIL TON, NC
FEB 2 1) 2014

structures will remain at least 15' from the riparian lines at the north and south ends of
the property. The total area of Public Trust Waters not considered "access" to be
occupied by the facility is 14,675.5 square feet. This total divided by 27 equals 543.5
linear footage of "dedicated" shoreline required to support the footprint. Therefore, a 10.5
foot length of shoreline will remain un-dedicated. The length of dedicated shoreline will
either become common area or otherwise have enforceable restrictions placed upon it to
prevent the construction of additional structures beyond the subject facility.
Standard marine construction practices will apply to development of the access pier, dock
structures, gazebo and piling installation. The access pier will be a fixed, elevated
structure composed of treated wood. There will be ''/2" of spacing between individual
deck boards to allow drip through of water and decking will be elevated a minimum of
36" above marsh substrate. The treated wood pilings of 12" or less in diameter will be
installed by water jet or vibratory hammer. The contractor performing the work will
follow guidelines established by the USFWS entitled "Precautions for General
Construction in Areas Which May Be Used by the West Indian Manatee in North
Carolina."
The facility will be private for use only by the Hawkeswater property owners and their
guests. No commercial activities such as launching, fueling, servicing, painting or
holding tank pump -out will be conducted on site. Boat owners will travel to commercial
marinas for such services. Parking spaces and bathrooms will be provided for property
owners accessing their boats. A pedestrian walkway from the parking area to the facility
will be installed. No impervious materials will be used for facility access within the
CAMA 30' buffer as measured from the Normal High Water line or the 50' stormwater
buffer as measured from the Mean High Water line. The permanent boat slips will either
be sold or leased to property owners and the facility will be managed and maintained by
an entity of the developer or a property owner association founded for that purpose.
The Phase 4 development will also include a gated entry, roadway, and standard
subdivision infrastructure. According to the Brunswick County Planning Department, the
required parking associated with the facility must equal a minimum of .25 parking spaces
per boat slip. In addition a minimum of 3 spaces are required to support the planned
bathroom/storage building. There are a total of 19 parking spaces planned. Any
stormwater treatment features will be situated beyond the limits of the 30' AEC and the
50' stormwater buffer to be consistent with state regulations. A stormwater management
plan has been submitted to the state for permitting and a sedimentation/erosion control
plan will be submitted to the state for approval prior to construction. The 404 wetland
boundaries have been delineated and approved by the Corps of Engineers. The Coastal
Wetland line and the Normal High Water line have been inspected by DCM staff. No
wetland impacts are proposed with the development of Phase 4 or the wet slip boat
storage facility. A seeping meeting for the proposed development was held at NCDENR
Wilmington Regional Office on July 9, 2013.
RECEIVED
DCM WILMINGTON, NC
FEB 2 0 2014

IN M1`4
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (If applicable)
D. R. Horton, Inc.
Hawkeswater
Applicant 1: First Name
MI
Last Name
David
Lee
Applicant 2: First Name
MI
Last Name
n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
4073 Belle Terre Blvd.
Myrtle Beach
S.C.
ZIP
Country
Phone No.
FAX No,
29579
USA
843 - 315 - 9399 ext.
Street Address (if different from above)
City
State
ZIP
n/a
Email
n/a
2. Agent/ContractorInformation
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Steve
Morrison
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
Wilmington
N.C.
ZIP
Phone No. 1
Phone No. 2
28403
910 - 452 -
0001 ext.
ext.
FAX No.
Contractor #
910 452 0060
n/a
Street Address (if different from above)
City
Slate
ZIP
n/a
Email
[e-mail]
RECIEWED
DCM WILMINGTON, NC
<Form continues on back>
FEB 2 0 2014
252-808-2808 :: 1.888-4111COAST :: www.nccoasta lma nagem ent. net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
Stale Rd. #
Brunswick
n/a
_7
NC 133
Subdivision Name
City
State
Zip
Hawkeswaler
n/a
N.C.
n/a -
Phone No.
Lot No.(s) (if many,attach additional page with list)
n/a - ext.
8 new lots Phase IV, 455 existing lots Phases 1-III,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
CA0'£ Fcr,4
Brunswick River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Brunswick River
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.
Brunswick County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
554 along NHW
7,530,652.8 (entire development)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
7,500 sf, 15,000 A
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
10'-25' ®NHW or ❑NWL
e. Vegetation on tract
Native pine/hardwood/shrubs on subject riverfront parcel
f. Man-made features and uses now on tract
None on subject riverfront parcel r
g. Identify and describe the existing land uses adlacent to the proposed project site.
County park, undeveloped residential
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R 7500 PUD, RR
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes IZINo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA'
National Register listed or eligible property?
DCM WILMINGTON, NC
<Form continues on next page> FEB 2 0 2014
252-808-2808 :: 1-888-4RCOAS7 :: www. nccoastalma nagement. net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(it) 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, if available)
n. Describe existing wastewater treatment facilities.
Public sewer system
o. Describe existing drinking water supply source.
Public water system
p. Describe existing storm water management or treatment systems.
Retention ponds
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Government
SPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Residential community marina for use by owners and guests.
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 marine construction methods and equipment for marina. Standard development
construction methods and
equipment for residential work. All equipment to be stored on upland or on barge.
d. List all development activities you propose.
Construction of residential community marina/access and residential lot development
for riverfront parcel.
e. Are the proposed activities maintenance of an existing project, new work, or both?
new work
f. What is the approximate total disturbed land area resulting from the proposed project?
—3 (Phase 4) ❑Sq.,Ft or S
Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
[]Yes SNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state,
n/a
i. Will wastewater or slormwater 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 SNA
J. Is there any mitigation proposed?
❑Yes ❑No SNA
If yes, attach a mitigation proposal.
RErrIVED
DCM WILMINGTON, NC
<Form continues on back> FEB 2 4 2014
252-806-2808 :: 1.888-41111COAST :: wvu w.riceoa Ytalrn orragoryr o+e@.net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
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) — (f) 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 return 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 Betty P. Cheshire LT - Phone No. n/a
Address c/o. BrianCheshire 884 Cheshire Road,. Rocky Point, N.C. 28457 ,.
Name County of Brunswick Phone No. n/a
Address P.O. Box 249 Bolivia, N.C. 28422
Name n/a. _ - - - Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
W00030103, D. R. Horton, 8/3/07 SW8 130412, D. R. Horton, 4/30/13
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
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.
7. 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 application is truthful to the best of my knowledge.
Date-/2.0�;/ Print Name 72VL
Signature�h6>
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
RECEIVED
DCM WILMINGTON, (
FEB 2 0 2014.
��-83 Y➢B-��19 .e 9-868-4RCO ZT .. www. raccoastaldauaaemsyeraa ae t. aaet

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
UPLAND DEVELOPMENT
a.- Type and number of buildings, facilities, units or structures
proposed.
Eight single-family homes with private access road, one
bathroom/storage building, one 19-space parking lot to
serve residential marina, one wooden and concrete
walkway from parking lot to access pier. See sheet 9 of 10..
c. Density (give the number of residential units and the units per
acre).
Eight residential units. 1.23 units per acre.
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.
(I) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ENo DNA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
8 lots in proposed project (Phase 4); 455 previously
platted/permitted lots (Phases 1-3)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
6.76 acres, Phase IV
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt, concrete
g,_ Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious andlor built -upon surfaces, such as require a Stornwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
None- 0% ❑Yes ENo DNA
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.
—10 % of Phase IV
j. Describe proposed method of sewage disposal,
North Brunswick Sanitary District
L 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, diffuse surface runoff only
(ii) If yes, list the date submitted:
k. Have the facilities described In Item (i) received state or local
approval?
❑Yes ENo DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an Innovative stornwater
design?
❑Yes ENo ❑NA
If yes, attach appropriate documentation.
RECEIVEC)
DCM WILMINGTON NG
MAR 0 7
2s2.808-28082:: 1.888-4RCOABT ii wwwmccoastalmanagement.rat revised: 12126/06

Form DCM MP-3 (Upland Development, Page 2 of 2)
m_ Describe proposed drinking water supply source (e.g., well, n:. (1) Will water be impounded? ®Yes []No ❑NA
community, public system, etc.) (it) If yes, how many acres? 0.29 acre, slormwater pond
Public system
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
8 riverfront lots not platted, 455 lots (Phases 1-3) platted installed for this upland development?
9/25/04 ®Yes []NO ❑NA.
Date
Hawkeswater
Applicant Sit;;I4 T
RECEIVED
DCM WILMINGTON, NC
MAR 0 i 2014
252-8083808 :: 1.888.4RCOAST www,nccoastalmanapement,net revised: 12/26/06

Fortltm 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. "
1(DOCKING FACIL MIUARINA,CHARACTERISTICSF ` 4 ❑ This section nol applicable.
a. (I) Is the docking facility/marina: O, b. (f) Will the facility be open to the general public?
❑Commercial ❑Public/Government SPrivate/Community []Yes ONO '
c. (i) Dock(s) and/or Pieria)
(if) Number See attached list
(fii) Length
(iv) Width _
(v) Floating ❑Yes ONO
a.. (I) Are Platforms included? ®Yes ❑No
If yes:
fii) Number See attached list
(iii) Length
IN) Width _
(v) Floating ®Yes ONO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
42 permanent - 4 transient dockage
(If) Number of slips existing
0
I.' Check the proposed type of siting:
❑ Land cut and access channel
[]Openwater; dredging for basin and/or channel
®open water; no dredging required
❑Other; please describe:
k• Typical boat length: 25'
d. (!)Am Finger Plers included? ®Yes ONO
If yes:
(ii) Number See attached list
(iii) Length _
(iv) Width _
(v) Floating ®Yes ❑No
I. (i) Are Boatlifls included? ❑Yes ®No
If yes:
(if) Number
(III) Length _
(iv) Width
h: 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 slips") only, number of slips: 42 permanent 4
transient dockage
❑ Dry storage; number of boats: _
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
J. Describe the typical boats to be served (e.g., open runabout, -
charter boats, sail boats, mixed types).
Mixed
RECEIVE=D
DCM WILMINGTON, NC
MAR 17 2014
252.808.2808 :: 1.888.4RCOAST :: WM .nccoastaIn anagement.net revisedl: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
M. . (i) Will the facility have tie pilings?
®Yes []No
(i) If yes number of tie pilings?
20
(I) Will the facility be open to the general public?
E)Yes ®No
Check each of the following sanitary facilities that will be included in the proposed project.
El Office.Toilets
0 Toilets for patrons; Number: 2; Location: Adjacent to parking area
El Showers
d Boatholding tank pumpout, Give type and location:
It. Describe treatment type and disposal location for all - sanitary wastewater,.
No disposal of wastewater to take place on. site
c: Describe thedisp6sal of solid waste, fish offal and trash.
Covered trash containers with contracted haul off service
d. How will overboard discliarge of sewage from boats be controlled?
No discKarge per contract terms, association bylaws
a. (.0 Give the location and number of "No Sewage, Discharge" signs proposed.
One on, land at access,pier
:(ii) give the location and number of "Pumpout Available" signs,proposed.
None. P:Yml f'u6l�, service will 66.6va'dabJe commercial at nearest co . erciai marina.
Describe the special design, if applicable,'for containingI industrial
ustrial type pollutant - a, such as paint, sandblasting waste and petroleum products,
N/kh_6 service or painting activities to , be,ailowed
9w Where will residue from vessel main)
N.M., No residue -producing maim
h. Give the number of channel markers and 'No Wake. signs proposed. 0
i. Give the location of fuel -handling facilities, and,describe the safety measures planned to protect area water quality.
0
J. What will be the marina policy on overnight and, five -aboard dockage?
No overnight or live -aboard dockage allowed
k.
Open water marina
MAR
1-888-4RCOAST:: www. oa
revised: 12t27106

Form DCM MP-4 (Structures, Page 3 of 4)
I: If'this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m,. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes []NO
m Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
Dyes ®No .
o. r. Is the madna/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 0 ❑SAV ❑SB
OWL 0 []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 leaseholder(s), and give the proximity to the lease.
N/A
❑Commercial ❑PublidGovernment ❑Private/Community
(ii) Number
(iii) Length _
IN) Width _
Note: Roofed areas are calculated from dripline dimensions.
Fill.) <:
a. (i) Number
(it) Length _
(iii) Width
c. Maximum distance beyond NHW, NWL or wetlands
.x
6t)MOORINGtP.lLINGS in. UOYS'') " ' ' ,�e4t`" f� ' k, "J, t : r ®This section not appiicabie '
:z.All t, � k: �
a. Is the slruclure(a):
❑Commercial ❑PublidGovernment ❑Private/Community
c, Distance to be placed beyond shoreline _
Note: This should be measured from marsh edge, if present.
b. Number
d: Description of buoy (color, inscription, size, anchor, etc.)
RECEIVii
DCM WILMINGTON, NC
252-808-2808:: 1-888-4RCOAST::w .nccoastalmanagement.net MAR 17 2014 revised: 12/27/06

Form ®CM 9YiIIP-4 (Structures, Page 4 of 4)
e. Arc of the swing _
a. Proximity of structure(s) to adjacent riparian property lines
141' from northern limit; 242' from southern limit
Note: For buoy ormooring piling, use arc of swing including length
ofvessel."
C. Width. of water body
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.
N/A
b. Proximity of structure(s) to adjacent docking facilities.
— 900,
d. Water depth at waterward end of structure at NLW or NWL
-7' to -8' mllw
MAR 1. 3 2111.14
252-808.2808::1.888.4RCOAST:: ww .nccoastalmanagement.net 'revised: 12/27/06

Hawkeswater Residential Marina
Form DCM MP-4 Supplement List
,Len `l ,
Width.
Pier,•
262'
6'
fixed
Dock Spine'
160'
8'
fixed
Dock..
A
170.5'
8'
floating
B
155.0'
8'
floating
Fingers:
10 (A)
25'
3.5'
floating
8 (B)
25'
3.5'
floating
Platforms:
Gazebo
16'
16'
fixed
Ramp Landing
8'
8'
floating
2 Ts
58'
8'
floating
RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2014

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RECEIVED
DCM WILMINGTON, NC
MAR 0 7 2014
Not an Engineered or Survey Drawing.
FOR ENVIRONMENTAL PERMITTING ONLY

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Map Source: World Street Map
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Phone: [phone] •1.8881MG.1078
Fax 910,452.0060
3805 Wrightsville Avenue
Wilmington, NC 28403
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Hawkeswater CAMA Major
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Phone: [phone] •1.8661MG.1078
Fax [phone]
2012 Aerial Photograph
Sheet 4 of 10
3805 Wrightsville Avenue
Wilmington, NC 28403

Nelson, Christine
From:
Nelson,. Christine
Sent:
Friday, March 14, 2014 2:47 PM
To:
'Tim Clinkscales'
Subject:
RE: Hawkeswater Phase 4 comments
Tim,
#1— I actually pulled out the narrative and information submitted for Seaside IIB in St. James and compared it to the
narrative provided for this application. There is a difference between the two narratives that I tried to highlight in the
last section B of Item 1. (sorry for the confusing number scheme!) The narrative for Seaside IIB project made a better
connection on the SHWT and its effects on the pond in regards to the separate concerns presented in the BMP manual.
The narrative for Hawkeswater seems to combine and analyze 3 of these separate concerns at once.
#6 —Are you planning on providing calculations demonstrating it is a non -erosive velocity?
I hope this helps, if not, please let me know!
Have a great weekend
Christine
Emoil correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Tim Clinkscales[mailto:tclinkscales(&i)aramounte-eng.com]
Sent: Thursday, March 13, 2014 7:18 PM
To: Nelson, Christine
Subject: Hawkeswater Phase 4 comments
Christine,
Before resubmitting, I am following up on comments #1 and #6
For #1, you are correct in the guidance, but this is the same language and have done the same procedure that: was done
for Seaside IIB within St James, the language in the narrative is exactly the same. But before resending and getting a
comment on such, want to be sure. I believe this suffices to meet the intent of the memo.
For comments #6, we have sized a rip rap apron to reduce the velocity below the 2ft/sec threshold for the 10-yr storm.
Again this is practical engineering design and the purpose of such for the reduction of the velocity from the outlet pipe.
We have also permitted this on all our projects including the one above for Seaside IIB and many more. Again just want
to avoid having this kick up back on the next round of comments
Thanks for your time and have a good night
Tim
Tim Clinkscales PE, PLS
�?1 _RA . O ONTE
g N O, N q q N 1 N O• 1 N 4.
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403

•- NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
February 27, 2014
Mr. David Lee
DR Horton, Inc.
4073 Belle Terre Blvd
Myrtle Beach, SC 29579
Subject: Request for Additional Information
Stormwater Project No. SW8 131207
Hawkeswater at the River Phase 4
Brunswick County
Dear Mr. Lee:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Hawkeswater on the River Phase 4 on December 10, 2013. A preliminary in-depth
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
In order to accurately evaluated the pond please provide either of the following two items:
a. A signed and sealed soils report from a soil scientist or other qualified professional
presenting the seasonal high water table results from a soil boring taken in the location
of the BMP.
b. Per the 2008 memo from Paramounte Engineering, if it is desired to not conduct a soils
evaluation to determine the seasonal high water table (SHWT), then the following
criteria will be required:
i. A note will be added to the plans identifying the approximate elevation within
the wetlands to demonstrate that the permanent pool elevation of the wet
detention pond is not set lower than the elevation of the wetlands.
ii. Additional surveying will be conducted along the periphery of the wetlands (±
20 ft), as deemed necessary, to illustrate the topography near the stormwater
outfalls in relation to the elevation set for the permanent pool of the wet
detention pond.
iii. An analysis is completed by conducting additional field verification and the
review of USGS topographic mapping, NRCS soils map data, and other
permanent reference data. A copy of this analysis, review documents and data
will be provided to the Division with the application submittal.
iv. A summary of the analysis and soil evaluation will be placed in the narrative for
clarification during the review.
If it desired to go with option B, please consider and provide the following:
a. A note on the plans to demonstrate that the permanent pool elevation is not set lower
than the elevation of the wetlands.
b. The third paragraph of the narrative states that draining the wetlands is not a concern
because the outfall is not to standing water therefore the pond will function adequately
to release the treatment volume within the required timeframe. This statement appears
to be combining three separate concerns surrounding the SHWT as identified on
pages 10-9 and 10-10 of the BMP manual. The first concern is when ponds are set
below the SHWT level, the pond will dewater the surrounding areas, adversely
affecting nearby wetlands that rely on that saturated condition. A separate concern is
to confirm that the downstream conveyances will be able to function adequately and
maintain a free flowing condition to allow the pond to discharge appropriately. A
separate, third concern is that if groundwater does enter the pond, will the pond be
able to handle it and not adversely effect the required storage volume. In the narrative,
please summarize the analysis of the actions, resources, and references consulted to
verify the design of the system as it relates to the specific concerns identified on pages
10-9 and 10-10 of the BMP manual.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

David Lee
February 27, 2014
Storm water Application No. SW8 131207
v
l/. The plans indicate that a concrete sidewalk is proposed within the 50 foot vegetated buffer.
Per 15A NCAC 02H.1005(e), projects must provide a 50 foot wide vegetated buffer and that
buffer may be cleared or graded, but must be planted with and maintained in grass or any
other vegetative of plant material. Please remove the sidewalk or change the proposed
material to a pervious surface that supports the vegetation required within the buffer, such as
open slatted boardwalk.
✓3. The drainage areas presented on sheet C-3.1 appear to only depict the drainage areas to
the collection system inlets. Please delineate the 276,065 ft pond drainage area in the plan
set.
V 4. Please provide additional grading details, including spot elevations, to demonstrate that the
runoff from the entrance of the road to the subdivision, the marina parking area, sidewalks
and marina building will be directed to the stormwater collection system,.
i/5. The plans and the first page of the pond calculations indicate that the next available outlet
above the permanent pool is set at an elevation of 7.0 ft. However, the information
presented in the supplement and stage storage tables indicate that the temporary pool
elevation is 6.9 ft. The provided storage can exceed the minimum required storage, however
the next available outlet is considered to be the temporary pool elevation. Please ensure the
reported temporary pool elevation and the provided storage volume and surface area are
consistent with the elevation of the next available outlet.
6. All runoff that is directed to flow through any 401/404 wetlands shall flow into and through the
wetlands at a non -erosive velocity, which is based on the peak flow from the 10 year storm.
Please demonstrate that the discharge from the pond will enter the wetlands at a non -erosive
velocity.
�7. Please revise Section 111.1 b to indicate that Mr. Lee is a Vice President of DR Horton, Inc
instead of the Authorized Agent.
i
r/8. Please provide the third section of the wet detention pond supplement which includes the
required items checklist.
On page 3 of the wet detention pond operation and maintenance (O&M) agreement, the two
blanks above the basin diagram are intended to reflect the depth of water, not the depth of
the accumulated sediment. The water surface often makes it difficult to determine the depth
of sediment so the sediment depth is typically back calculated by the depth of the water.
Please update page 3 of the O&M agreement to reflect the depth of water.
Please remember that a change to one number may have a domino effect on other numbers. Please
check all plans, calculations and forms to ensure that the numbers are consistent throughout.
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 April 1, 2014, or the application will
be returned as incomplete. The return of a project will necessitate resubmission 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.
Page 2 of 3

David Lee
February 27, 2014
'Stormwater Application No. SW8 131207
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,
in } Txoc
1
Christine Nelson
Environmental Engineer
GDS/can: \\\Stormwater\Permits & Projects\2013\131207 HD\2014 02 addinfo 131207
cc: Tim Clinkscales, Paramounte Engineering
Wilmington Regional Office Stormwater File
Page 3 of 3

&� L a TUS��O�IIIIIN�I I IIIIIIilllllllll a3 a P is "�012
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Y BreMe h. ClemmemPROP
�} BJ'unssle Court y, NC Register of Deeds papa I of S
Braude N. leesons Register of Deeds
11-09-2012 13:46:41.000 0runswlck County, NC
Thin candles that there are no delinquent ad NC REVENUE STAW: $11208, e0 (s323621)
valorem taxes, fees, esssssmeme ar other
liens which the Brunswlck, County Tax
Collector Is charged with °ollectl9g, that re a
Ilan on: Parcel Number / Te
as notated by the Brmlewick County FPS(
Assessor's office. This Is rat a cartiliFaf'rr I�r�� 0 u
that the parent number matches the
description,
Date (Asstl Tex Col. / el. T Spec.
NORTH CAROLINA SPECIAL
Excise Tax: $11,200.00
Parcel Identifier No.
Mail/Box to: GGrantee
This instrument was prepared by: M. Jay DeVanev
Briefdescription for the Index: Hawkeswater .
_ day of NovinA;1 2012, by and
THIS DEED made this _
R, fen&V -JON)1 On Rat TS
k6i Rrf 11400 ant F2tr�
Ck _ V __CI•r3.7 $jjCash$
n
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❑DoorrOnt Ci:Ons Goals vDl:ad Oyorlpina
'rsml-m17lx1 111101W MDIWtmaarmpbd.
ig L-' Y DEED
the _day of ,20_
GRANTur, -W F q ���u GRANTEE
nn jn� u IJ aatr�Pt
First Troy SPE, LLC V ��� /rr-r Horton, Inc., a Delaware corporation
341 N. Main Street 9Q lando Park Blvd., Suite 200
Troy, NC 27371 Mount Pleasant, SC 29464
Enter in appropriate block for each Grantor endbGtnntec: name, mailing address, and if appropriate, character of entity, e.g.
corporation or partnership. wf l [ /��
The designation Grantor and Grantee as used heroin she incl��d2,� s; th(eir heirs, successors, and assigns, and shall include
singular, plural,masculine, feminine or neuter ry�yl,lo- ev?itty)ddn/t'Y� N1g0ppll 11
WITNESSETI I, that the Grantor, for a valuable consldvnnion fFdlti'fip' receiptofwhich is hercbyacknowledged, ilat and
by these presents does grant, bargain, sell and convey unto the(imntec infer le, all that certain lot orparcel ofland situated in the
Ciryof , Town Creek' Pownship,Brunswic County, North Carolina and more particularlydescribed as
follows:
See attached Exhibit A incorporated herein by reference.
%%((�� A �j
The property hereinabove described was acquired by_(i ar yjnFuryieAta� in Book 3146, Page 832 Book 3190. Page 82.
Book 3214 Page 1151 Book 3270. Pu:et,G 920.r92b!_R30t s 1M and Qe�pp) rsy
J�All or a portion of the property herein ,onveyed includes :^ � - include the primary residence of Grantor.
A map showing the above described property is recorded in Plat Book 44 pageesJJ((�/ .
TO HAVE AND TO HOLD the aforesaid lot or parcel offend and all orivileges and appurtenances thereto belonging to the Grantee in
fee simple.
NC nee A .elion Form No.6� P1 Win
Printed by Agmnnrnt with the NC au Amaxixtia.i
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And the Grantor covenants with the Grants, that Grantor has done �nothZ tfrpair such title as Grantor received, and Grantor will
warrant and defend the tide against the lawful claims of all persons claiming by, under or through Grantor, other than the following
exceptions:
Basements, restrictions and rights of way of record, governmental regulations, and ad valorem taxes for the current year.
yr �
IN WITNESS WHEREOF, the Grantor has duly ex d the (qr4 riglasll'd1y`and year lust above written.
First Troy SPE. LLC j� aDG?m667MR9a. (SEAL)
MQi F-PrinoT Name:
By: IAW
(SEAL)
PrinVfype Name & itle: Jerry Kinlaw. Senior Vice Pmsidont PrinuType Name:
14.1
4Nigiled Notary Public of the
persona a ore me this day and acknow
Carolina limited liability company, and that b fl
in its come on its behalf as its act and deed. W1
My Commission
(Affix Sea])
State of
1, the undersigned Notary Public
Witness my hand and Notarial stamp or seal,
My Commission
(Affix Seal)
nd State aforesaid, certify that
personallyappeared before me this day and
d. Witless my hard and Notarial stamp pr
Printed or Typed Name
_I °'drld'Smte aforesaid, mrtify that Jerry Kittle,
t mmrVme e n of First Trov SPE. LLC, a North
and fXAW EC.0liauch entity, he signed the foregoing instrument
[o0q,jal;lamp or sea], this _ day of November, 2012.
Public
Notary's Printed or Typed Name
2012.
Notary Public
Notary's Printed or Typed Name
�i M ff 9Jd1
NCBxr Axvcixtiun Fnrm No. 60 IIIQ010
Printed by Apeenent wit me NC Bar A vxmim
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Tract 1 (Lahti. 3146/832):
Being all of Lot 169, Phase ]A, Hawkeswater at the River Subdivision, as shown on map of same recorded in Map Book 48 at
Pages 27-30 of the Brunswick County Regifiq reference to which is hereby m for a more detailed description.
Tract 2(Sexion/Mitcham. 3190182):
� IfI� I lJ M6dd66NtJGn4
Being all of Lot 153, Phase 1 A, Hawkeswafelr= at the Rivenr�ivision, shown on map of same recorded in Map Book 48,
Pages , Page �e ge 27-30 and Book 2870g 1381 of the Brunswick Coum y �� reference to which is made for a more detailed
description.
Tract (Ratkovich/Gerard, 321411151):
Being all of Lot 143, Phase IA, Hawkeswat9rit the River Subdivision, aa5.}how fl" on map of same recorded in Map Book 48 at
Pages 27-30 of the Brunswick County Registry, ref rml to whiGh'j;'h�MIU' pfiU for a more detailed description.
Tract 4 (Hawkeswater 1. 32701930): Il �vJ LF�f vir0'G'mt}PaIA�vAl.
Being all of that land shown as Phase IA, and being 37.27 acres, less, on "Map for Hawkswater' by Cape Fear
Engineering, Inc., hearing Project Number 410-01 and dated September 13, 2006, said property also being shown on a"Boundary
Survey and Phase Map for: Hawkeswater at the River" recorded in Book 44, Pages 74 and 75 of the Brunswick County Register
of Deeds;
SAVE AND EXCEPT the (allowing lots or l56ikels: Lots 4, 5, 7, I fi. 17, 18, 19;��2�� 21, 22, 66, 125,126,136,139, 140,143, 144,
146, 147, 149, 153, 154, 156, 159, 162. 168 =Ai 1 7 ithe River Subdivision, as shown on amp of
same recorded in Map Book 48 at Pages 27-30 of,`•kbour 1j egister of Deeds. p
efls
Tract 5 (Iawkeswater 11, 32701935): 0 ��ors
Being all of that land known as Phase 2 and being 17.70 acres, more or less, on "Map for Hawkswater' by Cape Fear
Engineering, Inc., bearing Project Number 410-01 and dated September 13, 2006; said property also being shown on a "Boundary
Survey and Phase Map for: Hawkeswater at the River" recorded in Book 44, Pages 74 and 75 of the Brunswick County Register
of Deeds. f
Tract 6 (Hawkeswater II1. 327O1939):
C��
Being all of that land shown as Phase 3A,['aDdo 3 9g acres rodreFdWleSe, on "Map for Hawkswater' by Cape Fear
Engineering, Inc., bearin Project Number 41B-01 anddated'IAA�
H & 8 J (irmhar,,lr,,006; said property also being shown on a"Boundary
Survey and Phase Map for: Hawkeswater at the River"recorded NBoo�C44; TOO
74 and 75 of the Brunswick County Register
of Deeds;
SAVE AND EXCEPT the following lots or parcels:
Lots 147, 149, 151, 155, 156,157 and 159, The V illage at Hawkeswater, Phase 3-A, Section I, as shown on the plat recorded in
Map Book 56, Page 36 in the Brunswick Cotitly, Register of Deeds
261
Tract 7(Riverside. 3270/9: n�����'✓" A
Being all of that land shown as Phase 1 B, being' 2.84 acres?m"dteu�lr,�� and Phase 3B, being 20.04 acres, more or less, on
"Map for Hawkswater"by Cape Fear Engineering, Inc., bearing Projee`t'Nitmber 410-01, and dated September 13, 2006; said
property also being shown on a "Boundary Survey and Phase Map for: Hawkeswater at the River recorded in Book 44, Pages 74
and 75 of the Brunswick County Register of Deeds.
NC Be Maxiaton form Na 6 O 1/1/1010 6
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Tract R (Riverside 11. 3270/9201: � "��
Being the Powell 11 net u dexribad in dead book 128 page 97, Records of
Btunsrid Coldly. Nmlb Caolim, and being mom particularly described a
fulkw:
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Beginning oo a point an the tak" y,Rf 33, said point being the
mmbwest come of the P '/Ij dudfie �y0;, �d bout 128 page 97,
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way) S 11-54-31 E a distance of M.11A to a point on said tight of ray, mane
wkb dw wod mo line of the aformid Poweo Omer N I3.57.04 E a distaore of
580.581L m a point ot) v wcmm bigh rote muk of an grmnWd Riyer,
throaee wm sod W* water muk the fo0twrq�.bP>dgp jbd, distaow N 07i8-
43 E a diatmc4 of32.46A m aVV4- a t4iau9cd of 47.601L
to a ppinL tbmee N 3& E i d�rtAU& of38121 p,1„poin4 thence N 35 -01-
10 W a dWmce of k45IL t � , " W 20,454m pehN:,�t rw NiMa . adigmt: of amfl.
m a point. flee., N 12-29•l3 W a diataoee'ef l4fi-to a point, thcoce S 45.28•
48 W a disance of 41.924 to a point, tbonve S 24.3774? W a diamce of 39.11 Q
m a point. thence N W1444 W a d6ttanm of30.25A to a point. tbenea N lo-
42-30 E I (L% a of 79.1 i fL to a point. theses N 34.32.00 E a diauoee of
44.54A a s poie6 d mce N 67.28-34 E a dibmee of 60.66A to a points, am=
S 62-4&31 E a distmee of 27.631L m apomt. thanes 113 •56.59 E a dismoee of
31.981L m a point, Wmoe 1847-36 W a ditsl�ce aJ� A m a peals,
thence N 49.31-02 W a ark--* of 1,6�IL34o i f r` S 17.33-15 W a
dinaroeof36.12ILmaplriet.lthea `!1Q1-43•I7Wadiameeof29.936.ma
point, menu N 396lfi3i fi®th
'a a of 42.91'IE�'(i�io i dteM N 62.43.19 E
ad* of 24.79A o i pe, moo°N 33:Q129,W/a distance of 8.05d m a
uere
Poi,L Nance S 6547-02 W a disof 52.49epoint, *mm N 5341.0
W a diwnw of ISMA to ■ point, thsaee N 45-M13 W a db mes d28.02IL to
a paint, thence N 82.26.43 W a dislann of 45.508, to a point. them S 77-04-07
W a diatom Of 45.91A to a point. thence N 16-52.54 E a dinmm of x95R. to
a Point m said high warm mark device kaviog atilt bigb wum mark, with Bra
ooNrmu Src of doe d6ipo, d Powry out S BS4W Vf�a �igame of 490.66h. to
the point of begieoieg, ng, P an m a attrvey by
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dud Sagamba 7 20t1�; bwibg Mp12534 -04W,and recorded in the office of
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Subject to a 30 A in wilt to0ty easement rlamded in dood book 813 page 1003,
AE betednp and distant" ae reioiee m NC Gdd NA.D. 1913.
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EXHIBIT B
Parcel Numbers
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048CG056
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048CE00102
048CE00104
048CE00105
048CE046
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04SCE001
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048CE00106
048CE002
048CEOOMAX
048CE00107
048CE003
048CE074
048CE00108
048CE006
048CE075
048CE00109
048CE008
048CE076
048CE00110
048CE009
048CE010
048CE077
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048CE00111
038NBO23
048CE0] 1
048CE012
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038NBO24
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048CE015
048CE083
048CE023
048CE084
048CE024
048CE085
048CE025
048CE027
048CE086 1
q048f,FF:p7�� 6 IL
048CE030
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048CE031
048�$%oo�ffvmaa
048CE032
038NBb01
048CE033
038NB002
048CE034
038NB003
048CF035
038NB005
04SCE036
048CE037
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038NB00,9,(C
048CE038
048CE040
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048CE041
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048CE044
038NBO17
048CE045
038NBO18
048CE048
038NBO19
048CE051
038NBO20
048CE053
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038KA00105
048CE063
048CA02001
048CE064
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048CE066
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Co
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COFbIDffffftl.6iN.

Casmer, Jo,
From: Casmer, Jo
Sent: Wednesday, December 18, 2013 8:20 AM
To: '[e-mail]'; '[e-mail]'
Subject: Hawkeswater at the River Phase 4; Stormwater Permit SW8 131207
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on December 10, 2013. Your project will be assigned
to a staff member and reviewed within 75 days of receipt You will be notified if additional information is needed.
Please be advised that the construction of built -upon area may not commence until the Stormwater Permit is
issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disdo.red to third
parties

rdT . Jy
r, ..' �' .,�iiJ'i♦ .,. :mil`
AV '
1. q. , , ..jai Pw,n �J' N% vpa1111, '`: '. t:i'.. •.1 r� ',• .1.Ii c.1' �`.. r.
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.

141
Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, December 11, 2013 1:13 PM
To: 'Tim Clinkscales'
Subject: RE: Hawkswater Section 4
Tim,
I will print this out for the file. The person assigned to this will go through it as well as the information on the
permanent pool.
Thanks,
Kelly
From: Tim Clinkscales rmailto•tclinkscales(a)paramounte-eng.com]
Sent: Tuesday, December 10, 2013 6:59 PM
To: Johnson, Kelly
Cc: Lewis, Vincent; Scott, Georgette
Subject: RE: Hawkswater Section 4
Kelly,
Let me know if this suffices for item ff1. Thanks
Tim
Tim Clinkscales PE, PLS
PAR AMOUNTE
.. n. o,. n n ,r I. n . r� a
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE: [phone]
CELL: (910) S20-1991
FAX: [phone]
www.r)aramounte-enci.com
From: Johnson, Kelly rmailto:kelly.p.johnsonCa)ncdenr.govI
Sent: Monday, December 09, 2013 11:25 AM
To: Tim Clinkscales
Cc: Lewis, Vincent; Scott, Georgette
Subject: Hawkswater Section 4
Tim,
We received this application, and I have a couple of questions for you.
1.) SHWT: The narrative discusses a field survey, inspection and consideration of the existing conditions but it does
not include a boring map or SHWT elevation data establishing the PP elevation. It says that the project will not
drain wetlands because it will not outfall to standing water. Can you clarify this? It sounds like you are saying
that the pond will always drain to an elevation below the permanent pool, but I do not understand how that will
prevent the wetlands from draining. I talked with Vince Lewis, our Soils Scientist, and he recommended a SHWT
determination.

2.) Signature Authority: David Lee signed the application, and is listed as the Authorized Agent. Please submit a
letter from either the President or VP transferring signature authority to Mr. Lee.
Thanks,
Kelly
1-✓6Llj0hwsow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 920.796.7331
Fax: [phone]

CERTIFICATE OF ASSISTANT SECRETARY
The undersigned hereby certifies as follows:
I. He is a duly elected, qualified and acting Assistant Secretary of D.R. Horton, Inc., a
Delaware corporation (the "Company"), is familiar with tite facts herein certified and is duly
authorized to certify the same.
2. The following is atrue, correct and complete copy of resolutions related to the subject
matter as adopted by the Consent of Executive Committee of the Board of Directors of the Company
dated April 22, 2013 (the "Resolutions"). The Resolutions have not been amended, rescinded or
modified and remain in full force and effect as of the date hereof.
Election of Vice President or city Operations
RESOLVED, that David G. Lee is hereby elected to the office of Vice
President of the Company (the "Vice President") in the Company's Coastal Carolina
Division (the "Division "), to serve until the next annual meeting of the directors of
the Company and until his successor is duly elected and qualified or until his earlier
death, resignation or removal.
RESOLVED FURTHER, that the Vice President is hereby authorized and
empowered, in the Wilmington area (the "Area") of the Division and in the name
and on behalf of (A) the Company, (B) any partnership of which the Company is a
general partner, manager or agent, and (C) any limited liability company of which the
Company is a member, manager or agent (collectively the "Entities "), (i) subject to
written approval by any one of the following officers of the Company: (a) Chairman
of the Board, (b) President, (c) Senior Executive Vice President, (d) Executive Vice
President or (e) the Region President of the Division (the "Approving Officers "), to
execute and deliver contracts, agreements and other documents and instruments
(other than promissory notes) for the purchase of real property, and any
improvements or appurtenances constructed thereon or affixed thereto, or any interest
therein, including without limitation any right-of-way, easement, leasehold or other
tangible or intangible property, right or interest, and any personal property relating
or incident thereto, (ii) subject to written approval by any one of the Approving
Officers, to execute and deliver contracts, agreements, deeds, conveyances or other
obligations of the Entities, closing statements and other documents and instruments
for the sale of improved or unimproved real property, or any interest or right therein,
owned, leased or otherwise controlled by the Entities and (iii) to execute and deliver
model home leases and such other agreements, instruments or documents as the
Approving Officers shall direct.
RESOLVED FURTHER, that in connection with the management of the
Entities' business, the Vice President is hereby authorized and empowered, in the
name and on behalf of the Entities in the Area, to execute and deliver (i) contracts,
;EuECEIVEI� ��'
DEC 10 2013 £10 311
L3Y: Caln1301a-*-T

agreements and other documents and instruments for the subdivision, development
and/or improvement of real property, (ii) contracts, agreements, deeds, closing
statements and other documents and instruments for the sale, transfer and/or
conveyance of mineral rights, groundwater and other water rights owned, leased or
controlled by any of the Entities to DRH Energy, Inc., an affiliate of the Entities, (iii)
home sales contracts, sales person employment agreements and similar orequivalent
agreements, documents or instruments and (iv) personal property leases for, among
other things, office equipment and construction trailers.
RESOLVED FURTHER, that in connection with the management of the
Entities' business in the Area, the Vice President shall be authorized andempowered,
in the name and on behalf of the Entities in the Area, to execute and deliver any and
all documents and instruments necessary to sell and convey title to single-family
homes.
IN WITNESS WHEREOF, the undersigned has set his hand on the 26'h day of April, 2013.
�IOY✓IA� 1 m
Thomas B. Montano
Assistant Secretary
U:VTEWACnMin\DHIV 3Ap26-COAS3.wpd

CERTIFICATE OF SECRETARY
The undersigned hereby certifies as follows:
1. He is a duly elected, qualified and acting Secretary of C. Richard Dobson Builders,
Inc., a Virginia corporation (the "Companv"), is familiar with the facts herein certified and is duly
authorized to certify the same.
2. The following is a true, correct and complete copy of resolutions related to the subject
matter as adopted by the Consent of Sole Director of the Company dated April 22, 2013 (the
"Resolutions"). The Resolutions have not been amended, rescinded or modified and remain in full
force and effect as of the date hereof.
Election of Vice President of City Oaerations
RESOLVED, that David G. Lee is hereby elected to the office of Vice
President of the Company (the "Vice President ") in the Company's Coastal Carolina
Division (the "Division "), to serve until the next annual meeting of the directors of
the Company and until his successor is duly elected and qualified or until his earlier
death, resignation or removal.
RESOLVED FURTHER, that the Vice President is hereby authorized and
empowered, in the Wilmington area (the "Area") of the Division and in the name
and on behalf of (A) the Company, (B) any partnership of which the Company is a
general partner, manager or agent, and (C) any limited liability company of which the
Company is a member, manager or agent (collectively the "Entities"), (i) subject to
written approval by any one of the following officers of the Company: (a) Chairman
of the Board, (b) President, (c) Senior Executive Vice President, (d) Executive Vice
President or (e) the Region President of the Division (the "roving Officers "), to
execute and deliver contracts, agreements and other documents and instruments
(other than promissory notes) for the purchase of real property, and any
improvements or appurtenances constructed thereon or affixed thereto, or any interest
therein, including without limitation any right-of-way, easement, leasehold or other
tangible or intangible property, right or interest, and any personal property relating
or incident thereto, (ii) subject to written approval by any one of the Approving
Officers, to execute and deliver contracts, agreements, deeds, conveyances or other
obligations of the Entities, closing statements and other documents and instruments
for the sale of improved or unimproved real property, or any interest or right therein,
owned, leased or otherwise controlled by the Entities and (iii) to execute and deliver
model home leases and such other agreements, instruments or documents as the
Approving Officers shall direct.
RESOLVED FURTHER, that in connection with the management of the
Entities' business, the Vice President is hereby authorized and empowered, in the
name and on behalf of the Entities in the Area, to execute and deliver (i) contracts,

agreements and other documents and instruments for the subdivision, development
and/or improvement of real property, (ii) contracts, agreements, deeds, closing
statements and other documents and instruments for the sale, transfer and/or
conveyance of mineral rights, groundwater and other water rights owned, leased or
controlled by any of the Entities to DRH Energy, Inc., an affiliate of the Entities, (iii)
home sales contracts, sales person employment agreements and similar or equivalent
agreements, documents or instruments and (iv) personal property leases for, among
other things, office equipment and construction trailers.
RESOLVED FURTHER, that in connection with the management of the
Entities' business in the Area, the Vice President shall be authorized and empowered,
in the name and on behalf of the Entities in the Area, to execute and deliver any and
all documents and instruments necessary to sell and convey title to single-family
homes.
IN WITNESS WHEREOF, the undersigned has set his hand on the 26ih day of April, 2013.
40140-a, a M_
Thomas B. Montano
Secretary
U:V7'EWALYWirADaAmnV.iApr36-COS.xryd 2

CERTIFICATE OF SECRETARY
The undersigned hereby certifies as follows:
I . He is a duly elected, qualified and acting Secretary of D.R. Horton, Inc. - Torrey, a
Delaware corporation (the "Companv"), is familiar with the facts herein certified and is duly
authorized to certify the same.
2. The following is a true, correct and complete copy of resolutions related to the subject
matter as adopted by the Consent of Sole Director of the Company dated April 22, 2013 (the
"Resolutions"). The Resolutions have not been amended, rescinded or modified and remain in full
force and effect as of the date hereof.
Election of Vice President of City Operations
RESOLVED, that David G. Lee is hereby elected to the office of Vice
President of the Company (the "Vice President ") in the Company's Coastal Carolina
Division (the "Division "), to serve until the next annual meeting of the directors of
the Company and until his successor is duly elected and qualified or until his earlier
death, resignation or removal.
RESOLVED FURTHER, that the Vice President is hereby authorized and
empowered, in the Wilmington area (the "Area") of the Division and in the name
and on behalf of (A) the Company, (B) any partnership of which the Company is a
general partner, manageror agent, and (C) any limited liability company of which the
Company is a member, manager or agent (collectively the "Entities "), (i) subject to
written approval by any one of the following officers of the Company: (a) Chairman
of the Board, (b) President, (c) Senior Executive Vice President, (d) Executive Vice
President or (e) the Region President of the Division (the "proving Officers "), to
execute and deliver contracts, agreements and other documents and instruments
(other than promissory notes) for the purchase of real property, and any
improvements or appurtenances constructed thereon or affixed thereto, or any interest
therein, including without limitation any right-of-way, easement, leasehold or other
tangible or intangible property, right or interest, and any personal property relating
or incident thereto, (ii) subject to written approval by any one of the Approving
Officers, to execute and deliver contracts, agreements, deeds, conveyances or other
obligations of the Entities, closing statements and other documents and instruments
for the sale of improved or unimproved real property, or any interest or right therein,
owned, leased or otherwise controlled by the Entities and (iii) to execute and deliver
model home leases and such other agreements, instruments or documents as the
Approving Officers shall direct.
RESOLVED FURTHER, that in connection with the management of the
Entities' business, the Vice President is hereby authorized and empowered, in the

name and on behalf of the Entities in the Area, to execute and deliver (i) contracts,
agreements and other documents and instruments for the subdivision, development
and/or improvement of real property, (ii) contracts, agreements, deeds, closing
statements and other documents and instruments for the sale, transfer and/or
conveyance of mineral rights, groundwater and other water rights owned, leased or
controlled by any of the Entities to DRH Energy, Inc., an affiliate of the Entities, (iii)
home sales contracts, sales person employment agreements and similar or equivalent
agreements, documents or instruments and (iv) personal property leases for, among
other things, office equipment and construction trailers.
RESOLVED FURTHER, that in connection with the management of the
Entities' business in the Area, the Vice President shall be authorized and empowered,
in the name and on behalf of the Entities in the Area, to execute and deliver any and
all documents and instruments necessary to sell and convey title to single-family
homes.
IN WITNESS WHEREOF, the undersigned has set his hand on the 26" day of April, 2013.
4'.. a ma,"
Thomas B. Montano
Secretary
UrVIEWAI.7WIM\ ORREVV3Ap,26-COS2.uyd 2

CERTIFICATE OF ASSISTANT SECRETARY
The undersigned hereby certifies as follows:
I. Ile is a duly elected, qualified and acting Assistant Secretary of DRHI, Inc., a
Delaware corporation (the "Company"), is familiar with the facts herein certified and is duly
authorized to certify the same.
2. The following is a true, correct and complete copyof resolutions related to the subject
matter as adopted by the Consent of Sole Director of the Company dated April 22, 2013 (tile
"Resolutions"). The Resolutions have not been amended, rescinded or modified and remain in full
force and effect as of the date hereof.
Election of Vice Resident of City Operations
RESOLVED, that David G. Lee is hereby elected to the office of Vice
President of the Company (the "Vice President") in the Company's Coastal Carolina
Division (the "Division "), to serve until the next annual meeting of the directors of
the Company and until his successor is duly elected and qualified or until his earlier
death, resignation or removal.
RESOLVED FURTHER, that the Vice President is hereby authorized and
empowered, in the Wilmington area (the "Area") of the Division and in the name
and on behalf of (A) the Company, (B) any partnership of which the Company is a
general partner, manager or agent, and (C) any limited liability company of which the
Company is a member, manager or agent (collectively the "Entities"), (i) subject to
written approval by any one of the following officers of the Company: (a) Chairman
of the Board, (b) President, (c) Senior Executive Vice President, (d) Executive Vice
President or (e) the Region President of the Division (the "Approving Officers "), to
execute and deliver contracts, agreements and other documents and instruments
(other than promissory notes) for the purchase of real property, and any
improvements or appurtenances constructed thereon or affixed thereto, or any interest
therein, including without limitation any right-of-way, easement, leasehold or other
tangible or intangible property, right or interest, and any personal property relating
or incident thereto, (ii) subject to written approval by any one of the Approving
Officers, to execute and deliver contracts, agreements, deeds, conveyances or other
obligations of the Entities, closing statements and other documents and instruments
for the sale of improved or unimproved real property, or any interest or right therein,
owned, leased or otherwise controlled by the Entities and (iii) to execute and deliver
model home leases and such other agreements, instruments or documents as the
Approving Officers shall direct.
RESOLVED FURTHER, that in connection with the management of the
Entities' business, the Vice President is hereby authorized and empowered, in the

name and on behalf of the Entities in the Area, to execute and deliver (i) contracts,
agreements and other documents and instruments for the subdivision, development
and/or improvement of real property, (ii) contracts, agreements, deeds, closing
statements and other documents and instruments for the sale, transfer and/or
conveyance of mineral rights, groundwater and other water rights owned, leased or
controlled by any of the Entities to DRH Energy, Inc., an affiliate of the Entities, (iii)
home sales contracts, sales person employment agreements and similar orequivalent
agreements, documents or instruments and (iv) personal property leases for, among
other things, office equipment and construction trailers.
RESOLVED FURTHER, that in connection with the management of the
Entities' business in the Area, the Vice President shall be authorized and empowered,
in the name and on behalf of the Entities in the Area, to execute and deliver any and
all documents and instruments necessary to sell and convey title to single-family
homes.
IN WITNESS WHEREOF, the undersigned has set his hand on the 26`s day of April, 2013.
4ftylo_-O, B. MAID _
Thomas B. Montano
Assistant Secretary
U.UTEW ALTUAirdDRHn)3Apr26COA52.wpd

Johnson, Kelly
From: Tim Clinkscales [[e-mail]]
Sent: Monday, December 09, 2013 11:43 AM
To: Johnson, Kelly
Cc: Lewis, Vincent; Scott, Georgette; William Farrington
Subject: RE: Hawkswater Section 4
Kelly,
I will get David Lee to send the necessary documentation in regard to the signing authority.
I regard to the first comment, our outlet elevation is above the wetland elevation and the elevation of any standing
water, therefore seasonal high water table is not an issue. This is the paragraph and verbiage that we have placed in
narratives before that meets the part of the manual regarding this. We do not recommend a seasonal high water
evaluation by Vincent or a soils scientist because we are meeting the intent of the law for wet detention ponds. Please
discuss if more discussion is required or any action is taken place.
We appreciate your time on this and all matters.
Thanks for your time and look forward to hearing from you soon
Tim
Tim Clinkscales PE, PLS
pARAMOUNTE
PARAMOUNTE ENGINEERING, INC
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Johnson, Kelly rmailto:kelly.p.iohnson(cbncdenr.(iovl
Sent: Monday, December 09, 2013 11:25 AM
To: Tim Clinkscales
Cc: Lewis, Vincent; Scott, Georgette
Subject: Hawkswater Section 4
Tim,
We received this application, and I have a couple of questions for you.
1.) SHWT: The narrative discusses a field survey, inspection and consideration of the existing conditions but it does
not include a boring map or SHWT elevation data establishing the PP elevation. It says that the project will not
drain wetlands because it will not outfall to standing water. Can you clarify this? It sounds like you are saying
that the pond will always drain to an elevation below the permanent pool, but I do not understand how that will
prevent the wetlands from draining. I talked with Vince Lewis, our Soils Scientist, and he recommended a SHWT
determination.
2.) Signature Authority: David Lee signed the application, and is listed as the Authorized Agent. Please submit a
letter from either the President or VP transferring signature authority to Mr. Lee.

Thanks,
Kelly
okVASow
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

Completgpess Review Checklist
Project Name: Received Date: A c. V_
Project Location: / Accepted Date:
1 �1 ,1uv�a .. , �/� n — 1�A-Z-
Rule(s) ®loos Coastal ❑1995 Coastal ®Phase II (WiRO) ❑Universal 1:11988 Coastal
Type of Perm' : New or Mod or PR Existing Permit # (Mod or PR): �PE Cert on File?
Density: & or LD Type: Commercial or Re (dent al ®NCG:
%: �2 rl(%OK?) Stream Class: SC, MSA Map nOffsite to SW8
Paperwork Emailed Engineer on: Ir�j 1
13Supplement(s) (1 original per BMP) BMP Type(s): gbyo oN0
�tM with correct/original signatures (1 original P except LS/VFS and swales)
&
MApplication with correct/original signatures 5,y �J • Deed
®Corp or LLC: Sig. Auth per, SoS or \feUt ❑Email Address: Design Engineer
505 (within 6mo) ®Email Address: Owner
❑Soils Report with SHWT(E�nVA10
Note to Reviewer:
a culations (signed/sealed)' 61C ouytc'r
�No obvious errors -�1,c,SOZL ��le 11u �e4 �`
Density includes common areas, etc ��VQ Still cK'
�Beed Restrictions, if subdivided: Zp • vs�ec) t t ytbu aWB �)
& Notarized
Plans
M2 Sets
Grading
Vicinity Map
®Legend
Is Report
Additional
Permitted
ElDetails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
out (proposed BUA dimensions)
Maps ®Project Boundaries
Wet Pond 40
Soils Rep rt \�
�SHWT:
PP:
Proposed:
Offsite
Cert for Master
JDeed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Proposed:
QP(P I,cCJ-tN^
1 C 50, d o-es
Lot #:
❑Lot # Matches Master
sf
sf
Proposed:_
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (so

See this language on the S Drive:
G:\WQ\Shared\StormWater\Forms & Templates\Permit & Approval Templates\Additional Permit
Language\Alternative Design Soils Report Not Provided
,1 S Eper27 %V �l P
QcU I DE-0-
0

V.
Permit condition to add to Section 1when projects have been designed to meet
the 2008 memo from Paramounte Engineering (included on pages 2 and 3):
8. The soil evaluation for this wet detention basin is based on alternative
design criteria as outlined the November 13, 2008 memo from
Paramounte Engineering to the Division. The criteria outlined in this
memo requires the following:
a. A note will be added to the plans identifying the approximate
elevation within the wetlands to demonstrate that the permanent
pool elevation of the wet detention pond is not set lower than the
elevation of the wetlands.
b. Additional surveying will be conducted along the periphery of the
wetlands (t 20 ft), as deemed necessary, to illustrate the
topography near the stormwater outfalls in relation to the elevation
set for the permanent pool of the wet detention pond.
c. An analysis is completed by conducting additional field verification
and the review of USGS topographic mapping, NRCS soils map
data, and other permanent reference data. A copy of this analysis,
review documents and data will be provided to the Division with the
application submittal.
d. A summary of the analysis and soil evaluation will be placed in the
narrative for clarification during the review.
Because the plans and narrative includes these notes, data and the
summary of the soils evaluation under the seal, signature, and date of the
engineer, DWQ is approving the soils analysis for this project. If, in the
future, this design is found to not meet the intent of the stormwater rules or
does not provide the required design elements, the permit holder may
have to modify the stormwater system, including the pond design.

PA RAMOUNTE
E N G I N E E R I N G. 1 N C.
MEMORANDUM
Date: November 13, 2008
To: Linda Lewis & Mary Jean Naugle
Cc: File
From: Tim Clinkscales, PE & Chris Millis, EI
RE: NCDENR Permitting (St. James: Phase V & Signature Clubhouse)
Message:
The following is based on a meeting between NCDI?Nlt-DWQ staff (Linda Lewis & Mary
Jean Naugle) and Paramounte Engineering (PEI) (fim Clinkscales & Chris Millis) in regard
to the State Stormwater permitting of The Reserve at St. James Phase V & The Signature
Clubhouse at St. James Plantation. This memorandum covers some of the major topics that
were discussed during the meeting and the conclusions that were drawn.
From the Application Return from The Reserve at St. James Phase V, comment #6
indicated that Seasonal I-ligh Water Table elevation calls had to be performed by a
licensed soils scientist and that a sealed report would have to be done for each pond.
o The discussion concluded with the fact that Paramounte Engineering (PEI)
would provide a note indicating the approximate elevation within the
wetlands; this note would help it to be determined that the permanent pool
elevation of the wet detention pond would not be lower than the elevation
of the wetlands and therefore not lower than the elevation of the Seasonal
High Water Table. As a result, no soils evaluation will need to be performed
since PEI is not setting the permanent pool of any wet detention pond
below the elevation of the wetlands. For future projects, PEI will provide
additional surveying along the periphery of the wetlands (+/- 20 feet) as
deemed necessary to illustrate the topography near Stormwater outfalls in
relation to the elevation set for the permanent pool of wet detention ponds.
This additional topographic information :long with field verification, USGS
topographic mapping, NRCS Soil map data and other permanent reference
data will be used to determine seasonal high water for the permitting of wet
detention ponds. This information will be placed on the plans and in the
narrative for clarity of review.
In regard to vested rights: PEI will provide it copy of the approved PUD in the re -
submittal of both projects to show the projects ate to be review under the July 2007
Phase II rules
5911 OLEANDER DRIVE, SUITE 201, WILMINGTON, NC28403
P H: (9 1 0) 7 9 1- 6 7 0 7 FAX: [phone]

PARAMOUNTE
PHN G 1 N E E R I N C3, I N C.
From the Application Return from The Signature Clubhouse at St. James Plantation,
comment #3 indicated that Level Spreaders on stormwater outlets will need to be
provided to avoid channelizing in the wetlands.
o The discussion concluded with the fact that: level spreaders are not required
when the discharge velocity at the end of the energy dissipaters is not greater
than 2.0 fps. PEI will provide calculations of the outflow from the ponds as
well as information in regard to the design of the stormwater outfall energy
dissipaters. Therefore, for future projects, PEI will use this standard as a
guide for the design/necessity of level spreaders.
5911 OLEANDER DRIVE, SUITE 201, W ILMI NGTON, NC28403
P H: (9 1 0) 7 9 1- 6 7 0 7 FAX: [phone]

pARA MoUNTE
E N G I N E E F2 I N G. I N C.
5 9 1 1 G L E A N D E R D R I V E, SUITE 2 0 1
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L F T T F R n n 7 o A w1 e
NCDENR
1 A L
Date 12/06/13
127 Cardinal Drive Ext.
ETo:
Wilmington, NC 28403
Re:
Hawkeswater Phase 4
Atm:
Chris Baker/Janet Russell
Project No.
12293.PE
e are sendin : ® Originals
he followin items: ❑ Correspondence
® Prints ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ® Other as listed below
te
Dwg. No.
Description
/13
24"x 36" Design Documents
/13
Form SWU-101 (1 original, 1 copy)
/ 13
Form SW-401 (Wet Detention Basin Supplement)
/ 13
Operation & Maintenance Agreement
g112/4/13
/13
Check # 5756 for application fee ($505)
13
USGS Map
13
Stormwatcr Narrative
Wetlands Approval Letter
13
Subdivision Deed Restrictions & Protective Covenances
ss ee Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ hor Review and Comment ❑ Approved as Noted ❑ See Remarks
coon Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc:
Signed: 41
William Farrington
RECD DEC 0 9 2013

HAWKESWATER AT THE RIVER
PHASE 4
BRUNSWICK, NC
STORMWATER & EROSION CONTROL NARRATIVE
Prepared for:
DR HORTON, INC
4073 Belle Terre Blvd.
Myrtle Beach, SC 29579
Prepared by:
JL Ar-v ouNTE
E N G 1 N E E IR 1 N G. I N G.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
NC License #: C-2846
Project #12293.PE
AL T.y
October 2013 !° 0,5 <u
DEC 0 9 200
(3Y;i

1
Design Narrative
Calculations
USDA Soils Map
USGS Map
HAWKESWATER AT THE RIVER
PHASE 4
BRUNSWICK, NORTH CAROLINA
Project k12293.PE
Table of Contents
Page i

STORMWATER NARRATIVE
DR Horton, Inc. proposes to develop Hawkeswater at the River — Phase 4 in Brunswick County, NC.
Phase 4 will consist of 6.5 acres located within the Hawkeswater at the River development off of SE River
Road (NC 133), approximately 1.15 miles south of US Highway 17 in Leland.
Phase 4 consists of eight (8) single-family residential lots on the 7.25 acres, as well as parking for a
proposed marina. The impervious area was calculated by taking into the account the roadways, single-
family homes, driveways, and marina parking area. The pond is designed for 7500 square feet of built -
upon —area per lot. All the runoff from the proposed impervious areas will be directed to a proposed on -
site stormwater pond that is designed to treat the first inch and a half of runoff. The difference between
the pre -development runoff and the post -development runoff for a 10-year, 24-hour storm is stored in
this pond designed for the first inch and a half of runoff. The rate discharged through the 2" pond orifice
is less than the pre -development runoff for a 1-year, 24-hour storm. The runoff will be directed to the on -
site pond via a stormwater collection system.
The seasonal high water table for the project was determined using the parameters described on pages 10-
9 and 10-10 of the BMP manual; therefore using good engineering judgment by field survey at and in the
wetlands, inspection, and discussion with client on existing conditions of our outfall before setting
outfall elevation of 5.5. The issue of draining the wetlands is not a concern because we are not oulfalling
to standing water at our flared sections, therefore, the pond will function adequately to release the
treatment volume in the 2-5 requirement as stated in the statue law. In addition, for the concern of the
plantings staying alive, in times of drought, the developer has and will continue to provide the necessary
irrigation to keep alive and maintain the water surface elevation for ascetic and marketing purposes.
This information that the treatment volume will draw down between the 2-5 days as designed, wetland
plantings maintained and inspection of other projects, give me as a licensed engineer in NC assurance
that the seasonal high water table for this project is below the outfall elevation of 5.5 for the project.
The project is within a drainage basin which drains to the Cape Fear River. The receiving stream is the
Brunswick River (SC).
Page t

C
Project Name:
Client:
Project Number:
Prepared By:
Date:
Hawkeswater Phase 4
11/22/2013
SEDIMENT BASIN #1 CALCULATIONS
Requirements:
Min. Surface Area (435 sf/cfs) = 435 x 27.32
Min. Volume (1800 cf/Ac.) = 1800 x 8.92
Provided:
Basin Volume:
pARA M.OUNTE
11,884 sf
10,440 cf
Contour
Contour Area
(SF)
Incremental
Volume (CF)
Cumulative
Volume
(CF)
-1.00
2,268
0
0
0.00
3,266
2,767
2,767
1.00
4,345
3,806
6,573
2.00
5,502
4,924
11,496
3.00
6,739
6,121
17,617
4.00
8,056
7,398
25,014
S.00
9,460
8,758
33,772
6.00
12,737
11,099
44,871
7.00
16,268
14,503
59 373
8.00
17,986
17,127
76,500
Outlet Structure:
Riser EL. (Principal Spillway)= 7.00
Weir EL. (Emergency Spillway)= 7.25
Proposed Sediment Storage EL. = 6.00
Volume at Proposed EL. = 44,871 cf
Surface Area at Proposed EL. = 12,737 sf
Pond Dimensions: (@ Principal Spillway El.)
Length = 195 ft
Width = 65 ft
L to W Ratio = 3:1
Orifice Elevation
Riser Elevation
Skimmer Design: (SEE ATTACHED FAIRCLOTH SKIMMER SELECTION CHART)
*Outflow EL. = 6.00
* = Note that the calculated basin volume for dewatering is the difference in the volumes at
EL. 7.00 and EL. 6.00 and not from the bottom of the basin.
Drawdown Orifice Check
Dewater Vol. =
14,503 cf
Average Head =
0.50 ft
Ca =
0.6
D =
1.75 inches
TD... te, =
3 days

h ;#
SB #1
Hawkeswater Phase 4
Baffles
[Designed Per NCDENR Erosion Control Design Manual (6.65)]
Requirements:
Inlet:
35%
Chamber 1:
25%
Chamber 2:
25%
Outlet:
15%
Surface Area
Inlet Area
Chamber 2
Outlet
(so
(so
Area (so
Area (so
12,737
4,458
3,184
1,911

Hawkeswater PH 4
Pond Calculations
POND 1
Paramounte Engineering V.
10/4/13
Drainage Area (DA) =
276,065 sf or
6.34 ac
Impervious Area (IA )=
93,568 sf
2.15 ac
Percent Impervious (1)
IA/DA
0.339 or
33.9%
SAIDA; 90% TSS
no vegetative filter re 'd
Average Pond Depth = 3.08
(see attached calculations)
0.0381 or
3.81 %
Min. re 'd SA @ PP
SA/DA x DA
10,516 sf
Min. req'd storage volume
Rv = 0.05 + (0.009 x 1) =
Volume = 1.5 in x 1 ft / 12 in
0.355
x Rv x DA
12,252 cf
SA provided @ PP
Pond Elev = 6
Irregular shape
12,738 sf
Enough SAprovided?
YES
Min. storage depth re 'd
Min. storage volume / SA provided @ PP
0.96 ft
Storage depth set at
1 ft
Elevation of temporary ool
7 ft
SA @ Temporary ool
16,268 sf
Storage volume provided
see attached calculations
13,336 cf
Outlet Sizing
Q - 2 day drawdown time
Min. re 'd storage volume x
1 in. / 2 days)
0.071 cfs
Q - 5 day drawdown time
Min. re 'd storage volume x
1 in. / 5 days)
0.028 cfs
Height
h 1/3 Min. Storage Depth)
0.3 ft
CD
Constant
0.6
Required Area for Q-2
A = Q/(C x (2 h)112)
3.67 in
Required Area for Q-5
A = Q/(C x (2gh)"2)
1.47 in
Orifice Chosen
2.00 in
CHECK
Area Provided by Orifice Chosen
A = icrz
3.14 in
Area Provided by Orifice Chosen
The Average head
h = 1/3 TP Elev - PP Elev
0.022 ft2
0.333 ft
Q provided
Q = Ca(2gh)
0.061 cfs
OK
Revision Date 11/1912013

Hawkeswater PH 4
Pond Calculations
SA/DA Value
% IMPERVIOUS
3
3.5
3.08
30.0%
3.50%
3.00%
3.42%
33.9%
3.89%
3.39%
1���fnwaMM
40.0%
4.50%
4.00%
1 4.42%
AVERAGE POND DEPTH CALCULATIONS
Surface Area at PP
12,738 SF
Volume of Main Pond
31,191 CIF
Volume of Forebay
7,988 CIF
Average Depth
FT
Total Volume / Surface Area
STORAGE VOLUME PROVIDED
(10:1 SLOPE FOR S ABOVE PP, THEN 3:1 SLOPE)
ELEVATION
FT MSL
SURFACE
AREA SF
INCREMENTAL
VOLUME CF
ACCUMULATIVE
VOLUME (CF
6
12,738
7,042
7,042
6.5
15,429
6,294
13,336
6.9
16,043
Paramounte Engineering
10/4/13'
Revision Date 11/19/2013

Hawkeswater PH 4
1• year - 24 hour storm routing for Pond
Stage -Storage
Elevation
(it MSL)
Water
Level (it)
Surface
Area (so
Incremental jAccumulative
Volume (cf)
Volume (cf)
6
0.00
12,738
0
7,042
6.5
0.50
15,429
7,042
7,924
7
1.00
16,268
14,966
8,347
7.5
1.50
17120
23,313
8,777
8
2.00
17,986
32,090
Stage -Storage Curve
2.50
3AaP`§
r
i
2.00
p
1.50
I.OD
�
' r
4,J
0.50
0.00
0
10,000 20.000
30,000 40,000
storage (Cu h)
Outlet Structure Stage -Discharge Curve
3.00
2.50
I e 2.00
jLgs
3 1.00 ,iqa,} f�nilYnd,��,I t n9a0.50
T"S1 `�.
Vv.�
9 J/
„kxka S,
0.00
0.00 10.00 2000,30.00 40.00 50.00 60.00
Dlecharge(cfs)
Paramounte Engineering
Stage -Discharge
H -Water Level
(fl)
O Orifice
(cfs)
tr t c Outlet
Structure Top
Weir (cfs)
0.00
0.00
0.00
0.25
0.04
0.00
0.50
0.06
0.00
1.00
0.08
0.00
1.50
0.10
0.00
2.00
0.11
18.67
2.50
0.13
52.80
Co =
0.65
1 Hos (fl) =
1.j
Ao (so =
0.022
Los (it) =
4.02,2)
Cw =
3.300
1 Aos (st) =
15.00
Orifice Stage -Discharge Curve
3.00
2.50
= 2.00
i
J 1.50
8 1.00
3
0.50
0.Do
0,00 0.05 0.10 0.15
Discharge (cfs)
(1) 0 = CA(2gld)'n ; (2) O = C.„LH' 5, where C. = 3.0 for Broad -crested Weir
Revision Date 11/19/2013

J
Hawkeswater Pi
1-yr. 24-hr pond muting for Pond
In Bow Hydrogmph
Tp = 5.00 mn
Oi = 17.65 Cs
Mp
O/Op I
t (min)
O ids)
0
0
0
0
0.5
0.4
2.5
7.06
1
1
5
17.65
1.5
0.6
7.5
10.59
2
0.3
10
5.30
3
0.07
Time Increment = 0.50 min
(0.1Tp)
Inflow Hydrograph
20
18rmu'fA"
16
14
V 12_
10
0
8
L 6
2-
_
-
0 2
4 6 8 10
12 14 16
Time (min)
Routing Table
n
Time (min)
Inflow (Cs)
Change in
Storage (cu ft)
Accumulated
Storage (w ft)
Outlow
ids)
Stage Elev.
(ft)
n
Tb1re (min)
inflow (Cs)
Change In
Storage (w ft)
Accumulated
Storage (cu ft)
Outflow
ids)
Stage Elev.
(ft)
1
0
0
0
0
0
6.00
16
7.5
10.59
359
4.335
0.05
6.30
2
0.50
1.41
0
0
0
6.00
17
8
9.53
316
4.651
0.05
6.33
3
1
2.82
42
42
0
6.00
18
8.5
8.47
284
4.936
0.05
6.35
4
1.5
4.24
85
127
0
6.01
19
9
7.42
253
5,188
0.05
6.36
5
2
5.65
127
254
0
602
20
9.5
6.36
221
5.409
0.05
6.38
6
2.5
7.06
170
424
0
6.03
21
10
5.3
189
5,599
0.05
6.39
7
3
9.18
212
635
0.01
6.04
22
10.5
4.89
158
5,756
0.05
640
8
3.5
11.3
275
911
0.01
6.06
23
11
4.49
145
5,901
0.05
6.41
9
4
13.41
339
1,249
0.01
6.09
24
11.5
4.08
133
6.035
0.05
6.42
10
4.5
15.53
402
1,651
0.02
6.12
25
12
3.68
121
6,155
OM
6.43
11
5
17.65
465
2,117
0.03
6.15
26
12.5
3.27
11
6,261
0.06
6.44
12
5.5
16.24
529
2,645
0.03
6.19
27
13
2.86
95
Q361
0.06
6.45
13
6
14.83
486
3,131
0.04
6.22
28
13.5
2.46
1 84
6,445
0.06
6.45
14
6 .5
13.41
444
3,575
0.04
6.25
29
14
2.05
1 72
6.517
0.06
6.46
15
7
12
401
3,976
0.04
6.28
1 30
1 14.5
1 1.65
1 60
6.576
0.06
6.47
Routing
Table
n
Time (min)
Inflow, (cfs)
Change in
Storage cu ft
Accumulated
Storage w ft
Outflow
efs
Stage Elev.
ft
n
Trcne (min)
Inflow (cis)
Change in
Stora a cu 111
Accumulated
Stora a cu ft
Outflow
cis
Stage Elev.
ft
31
15
1.24
48
6.624
0.06
6.47
32
15.5
0.83
35
6,659
0.06
6.47
33
16
043
23
6,683
0.06
647
34
16.5
0.02
11
6.694
0.06
6.48
35
17
0
-1
6,692
0.06
6.48
36
17.5
0
-2
6.691
0.06
6.48
37
18
0
-2
6,689
0.06
6.48
38
18.5
0
-2
6,687
0.06
6.48
Pammounte Engineering
10/4113
L-

Hawkeswater PH 4
10 year - 24 hour storm routing for Pond
Paramounte Engineering
Stage -Storage
Elevation
(ft MSL)
Water
Level (ft)
Surface
Area (so
Incremental
Volume (ct)
Accumulative
Volume (cf)
6
0.00
12,738
0
7,042
6.5
0.50
15,429
7,042
7,924
7
1.00
16,268
14,966
8,347
7.5
1.50
17,120
23,313
8,777
8
2.00
17,986
32,090
'
•
M'Cit
PPP4 AA��
5��
Outlet Structure Stage -Discharge Curve
3.00
2.50
(.
1.50
11vr m f a. 9 �1,3� 5 L < rry/� L � �}{ki
3 1.00 "
1 6� t �•� �r�d4'1t�`
tt 7'( _ 4rye
050
0.00
0.00 10,00 2000.30, DO 40.00 50,DO 60.00
Discharge (cfs)
Stage -Discharge
H -Water Level
(
p t'I Orifice
(cfs)
Q 12) Outlet
Structure Top
Weir(cfs)
0.00
0.00
0.00
0.25
0.04
0.00
0.50
0.06
0.00
1.00
0.08
0.00
1.50
0.10
0.00
2.00
0.11
18.67
2.50
0.13
52.80
Co =
1 0.65
Hos ft =
1.00
Ao s =
0.022
Los ft =
4.00
Cw =
1 3.300
1 Ace (at) =
1 16.00
3,00
2.50
Orifice Stage -Discharge Curve
tx '�^u> it y[z-d f;,M.
�t'yf„ri
�mr�° �1$S��G41Ft.°at'�ks�
0.00 r 0.05 0.10 0.15
Discharge (cfs)
(1) Q = CA(2gH)'rz ; (2) Q = C„LH' 5, where C.„ = 3.0 for Broad -crested Weir
Revision Date 11119/2013

Hawkeswater PH4 Paramounte Engineering -
10-yr, 24-hr pond routing for Pond 10/4113 L.
Inflow Hydrograph
TO = 5.00 min
Qi = 27.32 ds
tttP
I Q/QP
I t (min)
I Q (cfs)
0
0
0
0
0.5
0.4
2.5
10.93
1
1
5
27.32
1.5
0.6
7.5
16.39
2
0.3
10
8.20
3
0.07
15
1.91
Time Increment = 050 min
(OATp)
Inflow Hydrograph
o
25
20s
15
-
o
u
10
5
0
0 2
4 6 8
10 12 14 16
Time (min)
Routing Table
n
Time (min)
Inflow lots)
Change in
Slo2ge (w ft)
Accumulated
Storage (w ft)
Outflow
(of$)
Stage Elev.
(it)
n
Time (min)
Inflow (cls)
Change in
Storage (w it)
Accumulated
Storage (w %)
Outflow
(tls)
Stage Elev.
(it)
1
0
0
0
0
0
6.00
16
7.5
16.39
556
6,220
0.06
6.44
2
0.50
2A9
0
0
0
6.00
17
8
14.75
490
6,710
OM
6.48
3
1
4.37
66
66
0
6,00
18
8.5
13.11
441
7,150
0.06
6.51
4
1.5
6.56
131
197
0
6.01
19
9
11.48
392
7,542
0.06
6.53
5
2
8.74
197
394
0
6,03
20
9.5
9.84
343
7.884
0.06
6.55
6
2.5
10.93
262
656
0.01
6.05
21
10
8.2
293
8.178
0.06
6.57
7
3
14.21
328
983
0.01
6.07
22
10.5
7.57
244
8.422
0.06
6.59
8
3.5
17.49
426
1409
0.02
6.10
23
11
6.94
225
8,647
0.07
6.60
9
4
20.76
524
1.934
0.02
6.14
24
11.5
6.31
206
8.853
0.07
6.61
10
4.5
18.58
622
2.556
0.03 -
6.18
25
12
5.68
187
9.041
0.07
6,63
11
5
16.39
557
3,112
0.09
6.22
26
12.5
5.06
168
9,209
0.07
6.64
' 12
5.5
25.13
491
3,603
0.04
6.26
27
13
4.43
150
9.359
0.07
6.65
13
6
22.95
753
4,355
0.05
6.31
28
13.5
3.8
131
9,489
0.07
6.65
14
6.5
20.76
687
5,042
1 0.05
6.36
29
14
3.17
112
9.601
0.07
6.66
15
7
18.58
621
S,66d
0.05
6.40
30
14.5
1 2.54
1 93
1 9,694
1 0.07
6,67
Routing Table
n
Time (min)
Inflow lots)
Change N
Slora e w ft
Accumulated
Storage cu ft
Outflow
ofs
Stage Elev.
ry
n
Time (min)
Inflow lots)
Change in
Stora a cu fill
Accumulated
Store e w ft
Outflow
cfs
Stage Elev.
ft
31
15
1.91
74
9,768
0.07
6.67
32
15.5
1.28
55
9,824
0.07
6.68
33
16
0.65
36
9,860
0.07
6.68
34
16.5
0.02
17
9.877
0.07
6.68
35
17
0
-2
9,876
0.07
6.68
36
17.5
0
-2
9.874
0.07
6.68
37
18
0
-2
9,872
0.07
6.68
38
18.5
0
-2
1 9,869
1 0.07
6.68

MAP LEGEND
Amof Interest(A Or)
L +Area
of interest(Ao)
Soils
Soil Llap Unit Polygons
.��
Soil Hap Urit Lines
13
Soil Hap Unit Pants
Special
Pant FeaW ns
V
Bloyoul
Borrov Pit
'p
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
•
Lava Flav
_
Marsh or swamp
-'
Hine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
—
Severely Eroded Spa
SiMnole
Slide or Slip
Sodic Spot
Sol Map —Brunswick County. North Carolina
Spoil Area
Stony Spot
'- Vey Stony Spot
We Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
.-a Interstate Hignvays
US Routes
Major Roads
Local ROWS
Barckground
Ii Aerial Photography
)ri T_1 :A R 17.7 ;4kTi TTA 093 i 1
The soil surveys that comprise your A01 were mapped at 124, 000.
Warning: Soil Map may not be valid at this scale_
Enlargement of maps beyond the scale of mapping can cause
I misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting ;
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL. http:. websoilsuwey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection. which preserves direction and shape but distorts
distance and area. A projection that preserves area. such as the
Albers equal-area conic projection. should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NR CS certified data as of
the version dates) listed below.
Soil Survey Area: Brunswick County. North Carolina
Survey Area Data: Version 14. Jun 15. 2012
Soil map units are labeled(as space allows)for map scales 1:50.000
or larger. .
Date(s) aerial images were photographed: Mar 7. 2010—Apr 3.
2011
The orthophoto a other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result. some minor shifting
of map unit boundaries may be evident.
usua Natural Resources Web Soil Survey 10222013
61106 Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Brunswick County. North Carolina
Map Unit Legend
Brunewick County, North Carolina (NC019)
Map Unit Symbol Map Unit Name Acme in AOI Percent of AOI
BaB
Bavmeade fine sand. 1 to 6
3.7
45.9%
percent slopes
BDC
Bavmeade and Marvvn soils. 6
3.6
45.1%
to 12 percent slopes
Lo
Leon fine sand
0.7
9.0%
Totals for Area of Interest
8.1
100.0%

STORM DRAINAGE RESULTS
Line ID
LineLength
TotalArea
TotalFlow
CapacFull
PipeSize
PipeSlope
Inv ElevDn
Inv ElevUp
HGLDn
HGLUp
Grnd/RimDn
Grnd/RimUp
(ft)
(ac)
(cfs)
(cfs)
(in)
N
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1B 1 TO OUTFALL
24
3.57
13.99
27.62
30
0.45
3.54
3.65
7
7.03
0
8
Cl 1 TO JB 1
231
3.04
13.05
41.05
30
1
3.65
5.96
7.16
7.37
8
23.94
Cl 2 TO Cl 1
83
1.92
9.09
15.33
24
0.46
19.7
20.08
20.77
21.22
23.94
23.9
Cl 3 TO Cl 2
118
0.71
3.41
4.29
15
0.44
20.08
20.6
22.04
22.36
23.9
24.53
DI 1 TO Cl 3
188
0.54
2.74
4.35
15
0.45
20.6
21.45
22.54
22.87
24.53
24.2
Cl 4 TO DI 1
72
0.27
1.19
5.28
15
0.67
21.45
21.93
23.05
23.08
24.2
24.86
Cl 5 TO Cl 4
40
0.24
1.06
4.33
15
0.45
21.93
22.11
23.09
23.1
24.86
24.86
DI 2 TO 1B 1
150
0.53
1.99
4.31
15
0.45
4.53
5.2
7.23
7.37
8
8
Cl 6 TO Cl 1
95
1.04
4.56
4.39
15
0.46
19.4
19.84
20.25
20.99
23.94
22.72
DCI 8 TO Cl 2
25
0.62
2.64
4.28
15
0.44
21.04
21.15
22.02
22.05
23.9
23.9
Cl 7 TO Cl 6
28
0.8
3.07
4.4
15
0.46
19.84
19.97
21.46
21.53
22.72
22.72

Composite C-Value Calculations
Structure
DA Area
Road Impervious
p of Lots
Total Impervious
Pervious
Composite C
CI1
0.080
0.01
0
0.010
0.070
0.34
Cl2
0.590
0.06
3
0.577
0.013
0.93
Cl3
0.170
0.12
0
0.120
0.050
0.74
DI
0.270
0.23
0
0.230
0.040
0.85
Cl4
0.030
0.02
0
0.020
0.010
0.72
Cl5
0.240
0.07
0.33
0.127
0.113
0.62
DI2
0.530
0.04
1
0.212
0.318
0.53
CI6
0.240
0.05
1
0.222
0.018
0.90
CI7
0.800
0.07
1.5
0.328
0.472
0.54
DCI8
0.620
0.11
1.17
0.311
0.309
0.60
Note: 7500 scift. Impervious Allocated For Each Lot

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2007-00125 County: Brunswick U.S.G.S. Quad: Wilmington
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: DR Horton, Inc. Agent: Land Management Grout)
Attn: Mr. Bradford Brundage Attn: Corey Novak
Address: 503 Wando Park Blvd. Address: 3805 Wrightsville Ave., Suite 15
Mount Pleasant, SC 29464 Wilmington, NC 28403
Property description:
Size (acres) 7_5 Nearest Town Leland
Nearest Waterway Brunswick River River Basin Cape Fear
USGS HUC 0303000K Coordinates 34.2912 N,-77.9812W
Location description: Portion of nronerhknown as Il: %'keswaler subdivision, loc:aed on the cast side of River Road
INC Ihvv 133). lust past Melville School. Ihvnssrick Counhv. North Carolina. Parcel ID 048CA0200I.
Indicate Which of the Following Anply:
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
tinder the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
on approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
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 wetlands Oil the above described proI)COV 511111ee1 lu the permit rcunircua•nts ofSccliou -104 of the Clcnn
Wafer Act (CWA)(33 IISC 5 1344). finless Ili ere is a change in the law al' 1111 I' nu I)[is tied I-cl!tll:ll Ions, Ibis
determination mac be relied upon for a neriud nut lu exceed live %ears from the date of Ihis 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 wetlands 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 %voters of the V.S. inc hpliI[, wetloude have been delineated and surscyed and are accurately dcuicIed un the
01a1 sh"med he the Corps Reguletnry Oflicisl id ell lifled below on 6/14/201 3. Unless Ihere is a change in the law ur
our rublished rc ul:niune, 111k determination nl:ry be relied 1111,111 for a veriod 11.0 to vv •red five ve•u-s from the d:ae
of this notification.
There are no waters of the U.S., to include wetlands, present on the above described p 'i is Ark t tothe
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless II go a our
published regulations, this determination may be relied upon for a period not to excee tvetyW Vf th ate) this
notification. UCI9 jU
Page 1 of 2 Rt_—

X The property is Ioceted in one of the NI ('uaslal ('aunties subject to regulation under the Constol 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 Emily Hughes at 910-251-4635.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and Coastal Plain
Supplement and is adjacent to the Brunswick Ri<rr, o Navigable Walcr:s of the U.S.'I'his determination is base on
information provided by Land :1•lanaeement Croup and a Geld risk be Emily Hughes on 2/12/2111 3.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. 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:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to subin it ;in RFA form, it must be received at the above address by 8/14/2013.
**It is not necessary tosubmil intRFA form to ihe�)k ,ion t If0k c if you do not object to the determination in this
correspondence.`*
Corps Regulatory Official:
Date: 6/14/2013 Expiration Date: 6/14/2018
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 htto://per2.nwp.usace.arny.mil/survey.htlnl to
complete the survey online.
Copy furnished:

Iwo BUSINESS CORPORATION
1`r a ANNUAL REPORT
1r� „oxv
NAME OF BUSINESS CORPORATION: D.R. Morton, Inc.
FISCAL YEAR ENDING: 913012012
SECRI's'I'ARY OI' S'I'A'I'E CORPORATI: ID NUM13L'R: 0296009
NATURE OF BUSINESS: IIOMEBUILDINGICONS'TRUCTION
REGISTERED AGENT: CT Corporation System
REGIS'1'ERIi1)Oh1'ICIi MAILING ADDRESS: 150 Fayetteville St., Bar 10ll
Raleigh, NC 27601
E-Filed Annual Report
4988921)
Do not data enter manually.
STATE OF INCORPORATION: DE
REGISTERED OFFICE' STREET ADDRESS: 150 Fayetteville St., Box 1011
Raleigh, NC 27601 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 301 Commerce Street, Suite 500
Port Worth, 7X 76102
PRINCIPAL OFFICE STREET ADDRESS: 301 Commerce Street, Suite 500
Fort Worth, 7X 76102
PRINCIPAL OFFICERS:
Name: Donald R. Morton
Title: Chairman Of The Board
Address:
301 Conunerce Street
State 500
Fort Worth, 7X 76102
Name: Stacey li. Dwyer
Tide: Treasurer
Address:
301 Commerce Street
Suite 500
Fort Worth, 7X 76101
Name: Donald J. Tmnnitz
Title: President
Address:
301 Commerce Street
Suite 500
Fort Worth, 7X 76102
Name: '!Thomas B. Montano
Tide: Vice President
Address:
301 Commerce Street
Spite 500
Fort Worth. 7X 76102
Name: Bill W. Wheat
'fide: Vice President
Address:
301 Commerce Street
Suite 500
],art Worth, IX76102
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED 13Y ALL BUSINESS CORPORATIONS
Thomas 13. Montana
FORM MUST Bli SIGNED BY AN OFFICER OF'nilz CORPORATION
Thomas 13. Montano
1/2/2013
DATI7
Vice President
TYPE OR PRINT NAME TYPE OR PRINT" rn u:
ANNUAL. REPORT FIM GPaid MAIL T'O: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

LIMITS OF
DISTURBA
yew
PROPOSED=
PIiA$ A
ELEVATED
...T,1
.
WOOD
1
WALKWAY
_
PROPOSED
-
3
BATH HOUSE
"PR01
1 w
VICINITY-MAP
OPEN SPACE
IHol TO scud ,
1
_O
LIMITS OF '—
DISTURBANCE
SPACE
M
OPEN SPACE
i
1 � �
i
PROPOSED PAVED
SIDEWALK
404 WETLANDS 4 RP0%
i re Up
-•_ ��- _ V_ DCM - NORMAL
"
nCM COASTAL / -- HIGHWATER LINES 1Q +
r
p a'
iii� Try WETLANDS
SHORELINE FROM-.;_O
PREVIOUSLY RECORDED „" "
h
�"
SURVEY (Bruns.Co.GIS) "y-, '.
rX
O 1-
PROPOSED;)
PROPOSED WOOD WALK WAY
= w w
��s A
ca
L
m
Tie
'p t ijir _ m • i
� �
i
�g
RS4
1 -
, 404 WETLANDS N
y
�rrr"r rr�rfrrrf
HIGH WATER LINE
i, CGJvL/ri/ f _.MEAN
(ELEV..=1.4'-NAVD68)
,'_•
DCM
1vcTLANo� s
line
P4 F 0
-�tpanan
z < Z
F � �
__ -• — 10.5' OF UNDEDICATED
`� a
<
"- SHORELINE
m
5
SITE INFORMATION
-
PROJECT -NAME: HAWKESWATER AT THE RIVER —
-
PHASE 4PROPOSED
USE: RESIDENTIAL
TJ
DOCK ACCESS AREA: 2.59 ACRES�s
COASTAL WETLAND AREA: 0.53 ACRES
GRAPHIC SCA2E�
WETLAND
0 25 50
Tao �
TOTALLIMITS OF DISTURBANCE:
6.76 ACRES
(MAXIMUM)
SCALE: 1"=100'
TOTAL SITE AREA:
7.25 ACRES
RECEIVED
Do NO
DCM WILMINGTON,
s
i\�t
CAMA Major Permit
Data R°""vn0"�
2/20/2014 3 /6/2014
PARCEL ID:
048CA02001
C o
Application
APPLICANT INFORMATION::
D.R. HORTON
MAR 0 7 2014
-
Hawkeswater Community
Marina
sy„ - - — Mrhu. e - -- -'
1"_100' 40-13-001C
4073 BELLE
TERRE BLVD.
_&unswick-Count,.NC-_.
MYRTLE BEACH, SC 29579
Upland Development
ey' 9 of 10
--- -_
Phase 4 - - - --- - — -

�I IC) I I
JI I� I
CU
iU) I M I IJ
Q Lo w I I o
�I I� BRUNSWICK � 1 I '
RIVER
DCM - 30' BUFFER LINE FROM ems- 1 I p N
NORMAL HIGHWATER LINE i rn
Q] N
DCM - NORMAL I I O N
�HIGHWATER LINE I W =
dl O H- Q
10.5' OF UNDEDICATED J m
3 i i NX SHORELINE FROM PREVIOUSLY MEAN HIGH WATER LINE SHORELINE p m LU
a i \� RECORDED SURVEY (ELEV.=1.4'-NAVD88) I M
(BrunS.Co.GIS) r
\\.�l
\\\-4\4 WE\LANDS\\\� i { \ \\\ \\\\\
BRUNSWICK 3 i "\`/ DCM-30_BUFFE \ \ \! a\ o��
COUNTY '�i i !�, �� `\\\\.\-\\\
DB 2023 PG945
310716738000 ���� i 3 \�\\• --� �, \,\\\ \\\.Y 3 + `���-� - �, o��
peli DCM-COASTF'1L
2 3 S E WTLANDa
i DCM-75'AEC WETLANDSCD
PROPOSED WOOD
WALKWAY
PROPOSED PROPOSED
PAVED STORMWATER-� i i j I\\�- CHESHIRE -� Z
WALKWAY POND t I\\ " BETTY P LT P.
?
702 :4 \\Y <O
.\. I\\\\' "" -}'" 310720812794 F
:. _r "„ 'l\\\\ - �� z
404 WETLANDS \�\�\�\1 a - \ \ \ \ 4", 'S`05
5� g
OPEN SPACE
at
PRELIMINARY DRAw1NG
00 NOT USE FOR
s x,. M CONSTRUCTION,
' -.. F, _ note: Reaalonoaie: RECORDATION,
PROPOSED CONVEYANCES,
ELEVATED GRAPHIC SCALE CAM Application Permit 2/20/2014 OR SALES.
WOOD 0 25 50 100 200 Hawkeswater Community smie: Job Nembec
WALKWAY Marina �5 40-13-001C
SCALE: 1 "-50 Brunswick Count , NC 14 LIVED
Upland Development DM' IL Nomw,:
Phase 4
10 of 10 ro .asR iszszx
L.

OCM NHW
554-Ift
1414
/ W
a
�
�
i
nas
So
t1/
n --1� /11
490.64
21
zsL `
404 Wetlands a�did� -
ad
n
Hawkeswater
Phase 4
Legend
Shoreline
NHW
75' AEC
30' Buffer
Shoreline
(Bruns.CO. GIS)
A
DCM 75' AEC e `
DCM 30' Buffer
DCM Coastal Wetlands
Elevated
Wooden Pier
a
Outer Edge of
Marsh
2012 AerialO
cS� 0
Dock A t
Bee 0
1>
a ) c�
eo --
2421
tssa- �
L s
/� � am j, ,
is
a 1
L I
;k s .� j`•� v0
r�-is
i
l ti+✓
cin c'n _
= 5,_Setbacts t
�R1F�an use CO
0 Note: Water Depths Relative to MLLW.
Coastal Wetlands Elevation Datum - NAVD 1988
404 Wetlands ���� MHW Elevation = N8
-2.
MLLW Elevation = -2.5' NAVDAVD'88
Conversion Factor to MLLW Datum is NAVD '88 + 2.5'
Hydrographic Survey Completed January 15, 2013.
THIS NAP IS BASSOON ORIGINPL
DRAWINGS AIJMR SURV
INFORMATION FROM:
Phl.rro nre EryineeM9. Ito,
5911 OleaMer Drv., SUG At
w1lmm9mn, Nc -03
910-791A707 (emee)
9 o-791A7P.m no)
1
-�' 42 - 25' Slips
RECEIVED
> DCM WILMIINGTON, N 116-Ift Temp. Tie Up
FEB 2 0 2014
0 25 50 100 200 Not an Engineered or Survey Drawing.
FOR ENVIRONMENTAL PERMITTING ONLY
CAMA Major Permit oat.: Revlslan Dare:
LMG Application 2,20,2014
HawkeswMar Communiy Job NmMer:
LANOMmental ar GROVP,.vc Marini Sale :
Environmental eonsulmnrz BmnswiU County, NC 1'•=100' 40-13-001C
Post Office Box 2522 Title. Proposed Onvm By: Sheet Nuni
Wilmington, North Carolina 26402 6 of 10
Telephone: [phone] Marina Layout

/
DCM NHW
554-Ift
No Dockag
i LLW\ A
No Slips
(backside of
®' dock spine)
111\In\' y
16' x 16' Gazebo
ce
� 1
J
W` ' 7
//// W L L W
u er Edge of,
Mar h
2012 erial
\ / levated`•
\ Wooden Pier
>1
Legend
Shoreline
Coastal Wetlands
NHW ----
75' AEC — —
404 Wetlands
M/oz/KX�
30'Buffer — — —
— — —
Public Trust Coverage -
Dock Area
_ x
(per CAMA def)
a
Note: Water Depths Relative to MLLW.
Elevation Datum - NAVD 1988
MHW Elevation = 1.4' NAVD'88
MLLW Elevation = -2.5' NAVD '88
Conversion Factor to MLLW Datum is NAVD '88 + 2.5'
Hydrographic Survey Completed January 15, 2013.
P05 MAP IS fMA ON ORIGINAL
DRAWINGS "MR SURVEY
INFORMAT FROM
Para roe FigneeM9.I�
5911 Obmrder Or e, SUFe 201
Wkbbq NC 2&
91 D7914717(aRce)
910d91AIW(fax)
RECEIVED
DCM WILMINGTON, NC
MAR 1 7 2014
0 25 50 10Q 200
Post
u,
IYI IVY — 11_Ill
Allowable Dock Area 554 x 27 = 14,958 sq.ft
Proposed Dock Area = 14,675.5 sq.ft.
42 - 25' Slips
116-Ift Temporary Tie -Up
(10.5 ft. of shoreline will remain undedicated).
Not an Engineered or Survey Drawing.
FOR ENVIRONMENTAL PERMITTING ONLY
CAMA Major Permit DMa' ReMakn Dam.
Ap011caIJm 2/20/2014 3/17/2014
Hawkeswater Community sa. .lob Num r.
Marina 1'=50' 40-13-001C
Brunswick County, NC
> Proposed Marina °i""' e>• smeel No.,
7 of 10
Details

CROSS-SECTION
A
Landward Edge of
n Waterbody Width
Coastal Wetlands
Waterward Edge of
Floating Dock
NHW Coastal Wetlands
16' x 16'
(ends of finger piers
Temporary
404 Wetland Limit
Covered Gazebo
not shown)
Tie-up Dockage
A
Ramp
A
a
Walkway Begins
on UplandsIII,
AkJhiNi
_
3
s
s
�f
0+00 1+00 2+00
3+00
4+00
4+ 5
- Deck Boards Minimum
of 36" Above Marsh Substrate
RECEIVED
DCM WILMINGTON, NC
r,
FEB 2 0 2014
S♦
Not an Engineered or Survey Drawing.
iHISMAPIG$ ASEOONORIOINAL
9 Y 9
°RIN "oRM,An�FROM E'
FOR ENVIRONMENTAL PERMITTING ONLY
vaamoume Ergineuirq, loa.
Data Revision Bass,
CAMA Maior Permit
5911 Oleander Onve, Sale 201
validation. NO 28`03
-
LMG
Applicators 2/20/2014
Hawkeswater Community
910.]91 ­6107 al
B®le Jobhombeen
910-791e160 (2.)
MANAGEMEIII GROUPltants ec
Marina 1"=40' 40-13-001C
O 1 20 40
60
Cons
Environmental Consultants
Brunswick County, NC
Post Office Bon 2522
Title: Cross -Section °reed By. Sheet NamasI
Wilmington, North Carolina 28402
Telephone: [phone]
6 of 10
Proposed Marina (typ)

a Sal Map—Brunsvncl, Countv. Na M Carolina n: b
# f
I
t x M5450 2z"w mmic 22550
s
b
j nl<ysae:1:IAW?fpmramnWmaw(u•xe5)ame
0 20 ra so 120 i
,\ 0 So 100 200 �
�t Map MJQCt Wrb Waaft Carry wdraw NGSB4 EVe Oa: Lim, zv jaN 1'.GSB4
Natural Resources Web Soil Survev
Conservation Service National Cooperative Sall Survev 10,222013
Page 1 of 3
r

9. 2
u
<
pp 7
i
�. _... "N�' 7 I ISLAND
�I
1 a
i t 11 U, �1 1.4t I p
EAGLE 'I : I 1 • a
1 I
. .+..
q
1,10
s
t� 71
JL
' i r1 It f t
f • t •ci•� :� � .tE";_` � ` pg �� r, •o �f,�' � r�,,I,`' -�'i e—
� 1 ',• � � .v ,nl'I''I� C k�l�
} r
}
1
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