SW8130412_Historical File_20171012

A .. ROY COOPER
Governor
C
MICHAEL S. REGAN
Secretory
Energy.Mineral& TRACY DAVIS
Land Resources Director
ENVIRONMENTAL QUALITY
October 12, 2017
D.R. Horton,Inc.
Attn: Mr.Michael C. Loiacono,Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: Permit Modification and Second Notice of Non-Compliant Inspection
State Stormwater Management Permit No. SW8 130412
Hawkeswater at the River
High Density Subdivision Project
Brunswick County
Dear Mr. Loiacono:
The Wilmington Regional Office received a complete,modified State Stormwater Management Permit
Application for the subject project on October 6,2017. During the review,DEMLR found that the
project's plans did not match the configuration on Google Earth, and so a site inspection was conducted.
There are ponds not built per the plan, and there is unpermitted construction. It also appears that
unpermitted lots may have been sold without recorded deed restrictions, and the impacted ponds may not
have been designed to accommodate full build-out from those lots. Restrictions are recorded in
B2745/P0986,but these restrictions may not cover all of the lots in the current configuration. A Notice of
Non-Compliant Inspection was mailed on August 24,2017 and a Plan of Action to address the issues
found was due on September 25,2017. The Plan of Action has not been received. This letter serves as a
Second Notice of Non-Compliant Inspection. The modification issued on October 12,2017 does not
address the non-compliance. Please respond to the August 24,2017 letter by November 13,2017 or a
Notice of Violation will be issued.
Staff review of the plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 effective January 1,2017. We are
forwarding modified Permit No. SW8 130412 dated October 12,2017, for the construction, operation and
maintenance of the stormwater control measures (SCMs),built-upon areas,as well as the stormwater
collection system and/or vegetated conveyance system associated with the subject project.
This permit shall be effective from the date of issuance until April 30, 2021 and shall be subject to the
conditions and limitations as specified therein,and does not supersede any other agency permit that may
be required. Please pay special attention to the permit conditions regarding the operation and
maintenance of the SCMs,stormwater collection system, and/or vegetated conveyances;the limitation of
built-upon area;modification of the project;the procedures for changing ownership of and/or transferring
the permit; and the need to renew the permit. Please also pay attention to the permit conditions that
requires the recordation of deed restrictions and protective covenants, easements,and the maintenance
agreement,which must all be provided along with certification upon completion of the project. Failure to
comply with these requirements will result in future compliance problems.
The following modifications are included and covered by this permit: .
1. Phase 3/Pond 4 and Phase 3/Pond 6: These two ponds have been redesigned per the 2017 rule
using a design storm of 1.5 inches due to drainage area changes.
2. Phase 3A Section C: Deed restrictions have been added to the permit. This covers Lots 3273-
3332.
3. The following plans make up the full permitted set:
a. Approved 9/9/08: Cover sheet, SW-1, SW-3, SW-5,P-1,P-2,P-3, and D-1. (SW-4 has
been replaced by data approved on 10/12/17.)
b. Approved 10/12/17: C-1.0, C-2.0, C-4.0A, C-4.0,C-4.1, C-6.0, and C-8.0
State of North Carolina I Environmental Quality 1 Energy.Mineral and Land Resources
Wilmington Regional Of lice 1127 Cardinal Drive Extension I Wilmington.NC 28405
9/07967215

State Stormwater Permit No. SW8 130412.
Page 2 of 2
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 150B 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 Kelly
Johnson in the Wilmington Regional Office, at(910) 796-7215.
Sincerely,
•
Tracy Davis,P.E., Director
Division of Energy,Mineral and Land Resources
enclosures: Attachment A—Designer's Certification Form
Attachment B—Pond Design Data
Attachment C—Permitting History
GDS/kpj: \\\Stormwater1Permits &Projects\2013\130412 HD\2017 10 permit 130412
cc: Tim Clinkscales,PE Paramounte Engineering
Inspector,Brunswick County Building Inspections
NCL)OT District Engineer
Brunswick County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina 1 Environmental Quality 1 Energy,Mineral and Land Resources
Wilmington Regional Of icr 1 127 Cardinal Drive Extension 1 Wilmington,NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 130412
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
• NC 133, Belville, Brunswick County
FOR THE
construction, operation and maintenance of ten (10) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000, effective September 1, 1995 (for all ponds other than Phase
3/Pond 4 and Phase 3/Pond 6), and 15A NCAC 2H .1000, effective January 1, 2017 (for Phase
3/Pond 4 and Phase 3/Pond 6). These rules are hereafter referred to as the "stormwater rules"
and the approved stormwater management plans and specifications and other supporting data
as attached and on file with and approved by the Division of Energy, Mineral and Land
Resources (DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until April 30, 2021 and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Attachment B. Phase I of the subdivision is permitted for 351 lots; each
allowed a maximum of 4,500 square feet of built-upon area. Phase 3A Section 2C of the
subdivision is permitted for 59 lots (Lots 3273-3332); each allowed a maximum of 4,000
square feet of built-upon area. This project is not in compliance. There are additional
lots that do not have deed restrictions established for them in this permit. A Plan of
Action to address the non-compliant items listed in the August 24, 2017 Notice of
Non-Compliant Inspection is due on November 13, 2017.
3. The runoff from all built-upon area within the permitted drainage areas of this project
must be directed into the permitted stormwater control system.
Page 3 of 15

State Stormwater Management Systems
Permit No. SW8 130412
4. The tract will be limited to a maximum of 2,485,218 square feet of built-upon area. The
wet ponds designated and identified in Attachment B and have been designed to treat
the runoff from the impervious surfaces as illustrated in said table.
5. The design elements specified in Attachment B have been permitted for this wet
detention pond stormwater facility, and must be provided in the system at all times.
II. SCHEDULE OF COMPLIANCE.
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for the entire
lot does not exceed the maximum allowed by this permit. Once the lot transfer is
complete, the built-upon area may not be revised without approval from the DEMLR, and
responsibility for meeting the built-upon area limit is transferred to the individual property
owner.
3. If an Architectural Review Board or Committee is required to review plans for compliance
with the BUA limit, the plans reviewed must include all proposed built-upon area. Any
approvals given by the Board do not relieve the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
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. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
g. The construction of permeable pavement for impervious credit.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
Page 4 of 15

State Stormwater Management Systems
Permit No. SW8 130412
8. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and
other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
12. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
13. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and re-vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
15. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
16. 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 130412, as issued by the DEMLR
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, DEMLR.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the DEMLR.
Page 5 of 15

State Stormwater Management Systems
Permit No. SW8 130412
f. The maximum built-upon area per lot is as follows:
i. Phase I: 4,500 square feet
ii. Phase 3A Section C: 4,000 square feet
(This covers Lots 3273-3332)
iii. Remainder: The remainder of the subdivision will be specified with a
future stormwater permit modification.
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. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the system
are not required to provide these measures.
h. Built-upon area in excess of the permitted amount will require a permit
modification.
17 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.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
19. Decorative spray fountains 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 these ponds can be found in
Attachment B.
III. GENERAL CONDITIONS
1. The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves the transfer request. Neither the sale of
the project nor the transfer of common area to a third party constitutes legal transfer of
the stormwater permit.
Page 6 of 15

State Stormwater Management Systems
Permit No. SW8 130412
2. 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/Ownership
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, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the DEMLR, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
5. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
7. 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. The Permittee grants permission to staff of the DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
9. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
12. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
13. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request. Neither the sale of the project, in whole or in
part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
. Page 7 of 15

State Stormwater Management Systems
Permit No. SW8 130412
14. If the use of permeable pavement for BUA credit within the lot is desired, the permittee
shall direct the lot owner to submit an application with all supporting documentation and
the application fee to the Division and receive a permit prior to construction of the
permeable pavement.
Permit modified and reissued this the 12th day of October 2017
NORT-I CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
• c
Tracy D is, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 8 of 15

State Stormwater Management Systems
Permit No. SW8 130412
Attachment A— Designer's Certifications
Page 9 of 15

State Stormwater Management Systems
Permit No. SW8 130412
Hawkeswater at the River Page 1 of 2
Stormwater Permit No. SW8 130412
Brunswick County
Designer's Certification: Phase 1 (Ponds 1, 2, 3) and Phase 3 (Ponds 1, 2, 3, 5, 7)
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:
SEAL
Signature
Registration Number
Date
•
Page 10 of 15

State Stormwater Management Systems
• Permit No. SW8 130412
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: NCDEQ-DEMLR Regional Office
Brunswick County Building Inspections
Page 11 of 15

State Stormwater Management Systems
Permit No. SW8 130412
Hawkeswater at the River
Stormwater Permit No. SW8 130412
Brunswick County
Designer's Certification: Phase 3 (Ponds 4, 6)
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:
SEAL
Signature
Registration Number
Date
cc: NCDEQ-DEMLR Regional Office
Inspector, Brunswick County Building Inspections
Page 12 of 15

State Stormwater Management Systems
Permit No. SW8 130412
General Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. All slopes are grassed with permanent vegetation.
6. Vegetated slopes are no steeper than.3:1.
7. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
8. The permitted amounts of surface area and/or volume have been provided.
9. All required design depths are provided.
10. All required parts of the system are provided.
11. The required dimensions of the system are provided, per the approved plan.
12. All components of the stormwater control measure are located in either recorded
common areas, or recorded easements.
Wet Pond Certification Requirements:
1. The outlet/bypass structure elevations are per the approved plan.
2. The outlet structure is located per the approved plans.
3. A trash rack is provided on the outlet/bypass structure.
4. Required drawdown devices are correctly sized per the approved plans.
Page 13 of 15

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•
Attachment C-SW8 130412-Historical Summary
10/12/17
9/9/2008 Permit was originally issued to Riverside Land Holdings II,LLC as SW8 060354.
7/14/2010 NOV issued for failure to maintain the stormwater system.
11/30/2010 NOV issued for failure to maintain the stormwater system.
2/1/2013 DEMLR was notified that the project was under foreclosure,and had been aquired by D.R.Horton,Inc.
3/8/2013 Compliance inspection: Stormwater system was not complete,was not certified,was not being maintained,and a permit transfer was needed.
4/30/2013 D.R.Horton was issued a new permit,SW8 130412,to replace SW8 060354 after unsuccessful attempts to contact the SW8 060354 for a permit
transfer. No design changes were made. The permit was maintained under the 1995 rules(1.0 inch).
5/16/2014 Adjacent permit,SW8 131207 for Phase 4 was issued. (Phase 4 is across River Road directly on the river.)
12/6/2016 Partial Certification(Phase 3 Pond 2 only)
6/15/2017 An application was submitted to change the designs of Phase 3 Pond 4&Phase 3 Pond 6.
8/24/2017 During the review,DEMLR found that the project's plans did not match the configuration on Google Earth,and so a site inspection was conducted.
There are ponds not built per the plan,and there is unpermitted construction. It also appears that unpermitted lots have been sold without
recorded deed restrictions,and the impacted ponds have not been designed to accommodate full build-out from those lots.
10/12/2017 1.Modification Issued: The permit was modified to change the designs of Phase 3 Pond 4&Phase 3 Pond 6. (All impervious area was designed at
1.5 inches per the 2017 rules.)
2.Second Notice of Inspection Issued: The modification issued on this date DOES NOT address the non-compliant items in the August 24,2017
inspection. A response to the August 24,2017 inspection was due on September 25,2017,but has not been received. If a response is not received
by November 13,2017 a Notice of Violation will be issued.

Permit Number: � c• /7
(to be provided by DWQ)
Drainage Area Number:At5LTALSIagy#s
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
n does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 • APR 2 5 2013 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:-# p>1. F14 3 1 i4
BMP element Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other I Remove the plants by wiping them
invasive plants cover 50% of I with pesticide(do not spray).
the basin surface.
� =A
APR 2 5 23
Form SW401-Wet Detention Basin O&M-Rev.4 i Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:$. ( ik s FbOOS
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.(if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond,the
sediment shall be removed.
When the permanent pool depth reads 3.75 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
Il in the blanks)
Bottom Elevatio 8.0* ?.1
Permanent Pool Elevation 13.0
Sediment Removal 9.25* 167, I
Vehime Sediment Removal Elevation 7.25* 157. �e'ne
Bottom Elevation 6.0* '7•
Sterrage Scciimerer
Silesiese
FOREBAY MAIN POND
APR 2 5 21 r3
AI
',
*Aso tIJ LL`'l (i.Ntrr'[tr) uNrE. styes cx„cyss4.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

` Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#8: Phase 3 Pond 5
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd, Myrtle Beach, SC 29579
Phone:[phone]
Signature: g-i::,i(
Date: V a Y-(3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, it. £cif rAnY1 al Jt• , a Notary Public for the State of
1Voi4A CAYD 11nat , County of 6,u1~)Irma. , do hereby certify that
F� 1)r' e personally appeared before me this 2'
day of Aft
f 1 , 2015 , and acknowledge the due execution of the
forgoing et detention .asin maintenance requirements. Witness my hand and official
seal,,�'or / % ,i
\�01111111i%ir
K 4i
TC EiV*,0.
Zr*0
TAA�
a A
............") vj =
Ow
SEAL
My commission expires 3—2 — 1l.
WE
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2L763 Id Page 4 of 4
BY:

DEMLR USE ONLY
Date Received Fee Paid Permit Number
(o/1S 1n (OrlAtIAca ) 5oS *can 5w8 130-11c\
Applicable Rules: lad CoastaTSW-1995 ❑Coastal SW-2008 ❑Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑Universal Stormwater Management Plan
0 Other WQ Mgmt Plan:
i
State of North Carolina
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This 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.):
Hawkeswater at the River
2. Location of Project(street address):
Continuation of Esthwaite Drive(off of Hawkeswater Blvd.)
City:N/A County:Brunswick Zip:28451
3. Direct'ons to project(from nearest major intersection):
Have •ceswater Blvd is 0.85 miles south of Hwy 76 and SE River Rd. (NC 133),on SE River Road
4. Latitude:34°13'34.69"N Longitude:77°59'29"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ['New ®Modification ❑Renewal w/Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit numberSW8 130412 ,its issue date(if known)4/30/13 ,and the status of
construction: /1 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
DEMLR 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:60.95 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 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:Erosion Control=Hawkeswater Lots BRUNS-2015-042
5. Is the project located within 5 miles of a public airport? /1No ['Yes
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulationsCie WI%
Form SWU-101 Version Oct.31,2013 Page 1 of 6

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:MichaeI C Loiacono-Vice President
b.Contact information for person listed in item la above:
Street Address:1121 Military Cutoff Road,Suite C-322
City:Wilmington State:NC Zip:28405
Mailing Address(if applicable):
City: State: Zip:
Phone: L910 ) 465-3167 Fax: ( )
Email:
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 2b 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/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Anthonv E.Mills
Signing Official Sr Title:Land Development Manager
b.Contact information for person listed in item 3a above:
Mailing Address:40z``3-�Brill TeraeDI1.R_tU 2) l-4 4 t l"7Lel 60 E`el:J Rb
City:Mr4le-Beach- State:e Ni!_r Zip:29579- 7 g4-oj
Phone: (910 ) 465-3167 Fax: ( )
Email:[e-mail] EC E iV
9
4. Local jurisdiction for building permits:Brunswick County 2qM�
Point of Contact: Phone#: ( OCT) �ui
s 7
BV:
Form S W U-101 Version Oct.31.2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Runoff from impervious areas will be collected in roof leaders and catch basins and routed to wet detention
basins for treatment.
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.If claiming vested rights,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:126.37 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:126.37 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures,the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MHVV)line,and coastal wetlands landward from the NHW(or MHV line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MHVV)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 =5.75 %
9. How many drainage areas does the project have?2(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 2 Drainage Area_ Drainage Area_
Receiving Stream Name Brunswick River Brunswick River
Stream Class * SC SC
Stream Index Number* 18-77 18-77
Total Drainage Area(sf) 300,564 265,716
On-site Drainage Area(sf) 300,564 265,716
Off-site Drainage Area(sf) 0 0
Proposed Impervious Area**(sf) 165,092 151,589
% Impervious Area**(total) 55 57
Impervious`*Surface Area Drainage Area 1 Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf) 124,000 116,000
On-site Streets (sf) 34,993 28,668 IV1
On-site Parking (sf) 0 0 i��
On-site Sidewalks (sf) 6,099 6,921 DCT 0 6
Other on-site (sf) 0 0
Future(sf) 0 0 BY.—
Off-site (sf) 0 0
1 Existing BUA***(sf) I 0 I 0
I Total (sf): 165, 2 151,589
* Stream Class and Index Number can be de fined at: ht : ortal.nc nr.or eb s csu classi cations
** Impervious area is defined as the built up area including,but not linii d to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
f -fie 3 Am/f ��frsz 3 iof 4
Form SWU-10l Version Oct.31,2013 Page 3 of 6

***Report only that amount of existing BUA that will remain after development.Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.N/A
Projects in Union County:Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15,4 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 http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
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 http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
ptills
1. Original and one copy of the Stormwater Management Permit Application Form. `r
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants 'lef
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M �G G
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
http://www.envhelp.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.) WlP-
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the ' ut4
receiving stream drains to class SA waters within%mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations (one copy).
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 1" - "
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation i pound d
structures,the banks of streams or rivers,and the MHW(or NHW)of tid. ` a T 1)
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned..
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
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).
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers(where required).
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 DEMLR to verify 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 /l!'.'
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 15A 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.
hap://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. 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 http://portal.ncdenr.org/web/lr/state-
stormwater-forms docs.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 DEMLR,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: r 'L(tA e( A VS
Consulting Firm:Paramounte Engineering,Inc.
Mailing Address:122 Cinema Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: [phone]
Email:[e-mail]
-te.10)(3-Clid
IX. PROPERTY OWNER AUTHORIZATION(if Contact 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 name of person
listed in Contact Information,item la) with(print or type name of organization listed in
Contact Information,item 1a) 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.
orr b
Form SWU-101 Version Oct.31,2013 Page 5 of 6

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 DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR 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 in appropriate enforcement
action including the assessment of civil penalties of up tc$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this_day of , ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
111F1-1:En
)CT 06201?
11
X. APPLICANT'S CERTIFICATION BY
I,(print or type name of person listed in Contact Information,item la)Michael C.Loiacono
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 stormwa rules under 15A NCAC 2H.1000 and any other applicable state stormwater re uirements.
Signature: Date: V4tg
g
I, /AION /e 4?Id ,a Notary Public for the State of SA 61vrike, ,County of
Ate Atitt/ ,do hereby ertify that 14fICA•Atilit tj€o/ya personally appeared
before me this t day of -�,/cii_,. r a and ackn ledge the due exec of
e application for
a stormwater permit. Witness my hand and official seal,
SEAL
JASON K BOND
Notary Public �" /
New Hanover County My commission expires_ 9-(/r
North Carolina
My Commission Expires Dec 3,2017
Form SWU-101 Version Oct.31,2013 Page 6 of 6

Permit No. /3d
((o be provided by DWQ)
AtWAo��F WATFgOG
O 'NCDENt
-~C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part Ill)must be printed,filled out and submitted along with all of the required information.
L PROJECT.
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #8:PHASE 3 POND 5
M. EEO=INFORMAIEIN
Site Characteristics
Drainage area 395,525 ft2 * (w Otc.c-i'eS- ,C v'` - µAS IYJT
Impervious area,post-development 207,346 ft2
%impervious 52.42% �� �� `�liaTEC)
Design rainfall depth 1.0 in o12AG' 411." filamTri t„sa,
Storage Volume: Non-SA Waters
Minimum volume required 17,370 ft3
Volume provided 22,994 ft3OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume ft3
Pm-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ff3
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hr storm in/hr
Pm-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Pre/Post 1-yr,24-hr peak flow control ft3/sec
Elevations
Temporary pool elevation 14.60 fmsl
Permanent pool elevation 13.00 fmsl
SHWT elevation(approx.at the perm.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 13.00 fmsl
Bottom of 10ft vegetated shelf elevation 12.00 fmsl
Sediment cleanout,top elevation(bottom of pond) 7.75 fmsl
Sediment cleanout,bottom elevation 6.00 fmsl
Sediment storage provided 1.75 ft
Is them additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 14.6 fmsl OK
Fl.:1:ECEIVE")
Form SW401-Wet Detention Basin-Rev.9-4/18/12 APR 2 5 2013 Parts I.&II.Design Summary.Page 1 of 2
BY:

Permit No.
(io be provided by DWQ)
j.DESIGN INFORMATION
Surface Areas
Area,temporary pool *ft2
Area REQUIRED,permanent pool 8,306 ft2
SAIDA ratio 2.10(unitless)
Area PROVIDED,permanent pool,Apa,,,,_pod 10,285 ft2 OK
Area,bottom of 10ft vegetated shelf,Abd shelf * ft2
Area,sediment cleanout,top elevation(bottom of pond),AboIyond * ft2
Volumes
Volume,temporary pool 22,994 ft3 OK
Volume,permanent pool,Vp,,,,00l 38,654 ft3
Volume,forebay(sum of forebays if more than one forebay) 5,118 ft3
Forebay%of permanent pool volume 13.2% % r`T,6%.t M rYver)
SA/DA Table Data
Design TSS removal 90%
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SA/DA ratio 2.10(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) • (Y or N)
Volume,permanent pool,Vp„,,,,i,00i 38,654 ft3
Area provided,permanent pool,Ap,„o,pod 10,285 ft2
Average depth calculated ft Need 3 ft min.
Average depth used in SA/DA,da„ (Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) • (Y or N)
Area provided,permanent pool.A,,,,,,, , 10,285 ft2
Area,bottom of 10ft vegetated shelf,Abotshdl ft2
Area,sediment cleanout,top elevation(bottom of pond),Abd-yond * ft2
"Depth"(distance b/w bottom of 10ft shelf and top of sediment) 4.25 ft
Average depth calculated ft
Average depth used in SA/DA,dam„(Round to down to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.50 in
Area of orifice(if-non-circular) in2
Coefficient of discharge(Do) 0.60(unitless)
Driving head(H„) 0.77 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(CW) (unitless)
Length of weir(L) ft
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.05 ft3/sec Storage volume discharge rate greater than pre-dev.1yr24hr.
Storage volume drawdown time 3.87 days OK draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio . >3 :1 OK
Length to width ratio >1.5 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided _ ft
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
fi
ECEF .;.. .
APR 2 5 2013
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.&II.Design Summary,Page 2 of 2
BY:

Permit No.
(to be provided by DWQ)
+. .
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page/Plan
Initials Sheet No.
pirrvii _ SG3—l 1. Plans(1"-50'or larger)of the entire site showing:
i..S—'Z. -Design at ultimate build-out,
51a-5 Off-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
Boundaries of drainage easement.
IJlr " --3 . Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access_
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
M'Y '—V 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
tiAlli N(4 4. If the basin is used for sediment and erosion control during constructon,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
MT IA Ott-CS 5.A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
_b1s2L_ _NIA__ 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Mrkf I11 e) 7. The supporting calculations.
Mid t ricume0 8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
Meryl t gcLutp lj 9.A copy of the deed restrictions(if required).
1k K(A 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information. i2Ex_ 'b Ar 'R d.
�AL iTtpJ6
IsItk
il APR 2 5 2C13
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III.Required Items Checklist,Page 1 of 1
BY:

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, October 12, 2017 10:56 AM
To: 'Tim Clinkscales'
Subject: RE: SW8 130412, Hawkswater at the River
Tim,
I am going to list the approved sheets in the cover letter. The ones in red below were 5/16/17 but not resubmitted
revised on 9/1/17. Do you want to keep the ones shown in red as part of the set, or are they not needed?
1. The following plans make up the full permitted set:
a. Approved 9/9/08: Cover sheet,SW-1, SW-3,SW-5, P-1, P-2, P-3, and D-1. (SW-4 has been replaced by
data approved on 10/12/17.)
b. Approved 10/12/17: C-1.0,C-2.0,C-4.OA, C-4.0, C-4.1, C-6.0, and"C-8.0
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Thursday,September 28, 2017 3:11 PM
To:Johnson, Kelly<[e-mail]>
Subject: RE:SW8 130412, Hawkswater at the River
I am going to ask for the same extension on this. The comments I am having trouble making sure I take care is the
following:
Full permitted set from April 2013. We did not do the modified permit. The only sections we have designed are what
we have provided in the package. We do not have that information and those lots are constructed. The deed
restrictions for the neighborhood is set at 4500 for the entire neighborhood per the 2013 permit. We have updated
sections to show less and will be reflected in the permit.
Let me know how you want such shown
Thanks
Tim
Tim Clinkscales PE, PLS
pARAmouN I E.
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-eng.com
From:Johnson, Kelly [ailto:[e-mail]]
Sent:Thursday, September 14, 2017 11:08 AM
1

To:Tim Clinkscales <tclinkscales@pi,:ramounte-eng.com>; Aaron Beckner rireck o E."?paramounte-eng.coin>
Subject: FW:SW8 130412, Hawkswater at the River
Tim &Aaron,
Please see attached.
Thanks,
KJ
From:Johnson, Kelly
Sent:Thursday,August 24, 2017 10:39 AM
To: 'Tim Clinkscales' <[e-mail]>
Subject: RE:SW8 130412, Hawkswater at the River
OK
From:Tim Clinkscales [mailto:tclinkscales@..Grarrounte-eng.com]
Sent:Thursday,August 24, 2017 9:43 AM
To:Johnson, Kelly<kelly.p.johnsor a ncdenr.gov_>; Aaron Beckner<ab:-ckner=1 aramounte--.2nu.com>
Subject: RE:SW8 130412, Hawkswater at the River
I am going to need an extension until next week. I would like to be safe and state the 9/1
Thanks
Tim Clinkscales PE, PLS
PA f" 4CnJ`` ' `
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.Daramounte-eng.com
From:Johnson, Kelly [mailto:[e-mail]]
Sent:Thursday,August 10, 2017 4:04 PM
To:Tim Clinkscales<[e-mail]>; Aaron Beckner<[e-mail]>
Subject: RE: SW8 130412, Hawkswater at the River
Aaron,
Please see attached.
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Wednesday, August 09, 2017 5:08 PM
To:Johnson, Kelly<[e-mail]>;Aaron Beckner<[e-mail]>
2

Cc:Scott, Georgette<georgette.scott@ncdenr.l Sams, Dan <[e-mail]>
Subject: RE:SW8 130412, Hawkswater at the River
All I can say on the townhomes, here is the plan we used as the basis. The pond in the middle of the section is an
amenity pond and is not used for treatment. The SW pond is in the same location and very similar townhome
layout. We received this plan in the bank documents
I believe the pond in the middle raises alarms again but no impervious to such and an amenity pond
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramou me-e ng_com
From:Johnson, Kelly [mailto:[e-mail]]
Sent:Wednesday,August 09, 2017 5:02 PM
To:Aaron Beckner<abeckner@ paramounte-eng.com>
Cc:Tim Clinkscales<[e-mail]>; Scott, Georgette<[e-mail]>;Sams, Dan
<[e-mail]>
Subject: RE:SW8 130412, Hawkswater at the River
Aaron,
This pond shown in my previous email shows that the permitted plans have the pond on one side of the road when the
pond is built on the other side of the road. That is a significant change and needs to be reflected on the
plans. Additionally,the townhomes shown below are in an area of the permitted plan that is labeled "future" and does
not have a development layout. But,from a quick review of the county GIS, many of these units are build and owned by
homeowners. This area needs to become permitted. The project must be constructed per the plans and also fully
permitted prior to construction. I will ask the inspector to do an inspection. In the meantime I will send a request for
additional information tomorrow asking for a modification package that reflects the construction.
Thanks,
Kelly
3

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{ .. Belville Elementaryn'y::.: - ? ti I
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From:Aaron Beckner [mailto:abetknerr)paramourlte-er;.com]
Sent:Wednesday, August 09, 2017 4:49 PM
To:Johnson, Kelly<ke!ly.p.johnson1)ncdenr.gov>
Cc:Tim Clinkscales<tclin ,[e-mail]>
Subject: RE: SW8 130412, Hawkswater at the River
Kelly,
We are only submitting to modify the permit pertaining to Pond 4 and Pond 6, due to a change in impervious area. The
design is not per the 2017 rules as there is an existing permit in place. I will be sending you revised plans for this as the
proposed impervious area has changed slightly again since my last submittal.
Regarding the pond at Keekle Lane,the location was shifted however the drainage area, impervious area, surface area
and outfall location all still meet the conditions of the existing permit.The pond will be certified as such.
Thank you,
Aaron
Aaron T.Beckner,P.E.
Paramounte Engineering, Inc. 1122 Cinema Drive I Wilmington, NC 28403
Office: [phone] I Fax: [phone]) I www.paramounte-eng.com
**PLEASE NOTE OUR NEW OFFICE ADDRESS**
From:Johnson, Kelly [mailto:[e-mail]]
Sent:Wednesday,August 09, 2017 4:14 PM
To:Aaron Beckner<[e-mail]>
Subject:SW8 130412, Hawkswater at the River
4

Aaron,
I am going to start going through this one, and I have a general question for you. It looks like you are you redesigning
Phase 3 Pond 4 and Phase 3 Pond 6 under the 2017 rules, but I am trying to see what else might be proposed. For
instance,the plans submitted recently show a pond that is"existing" inside Keekle Lane(which is a loop), but the
permitted plans do not show a pond inside the Keekle loop? That isn't one of the ponds that appears to be being
revised. Are there three ponds being revised? Are there other"big picture" items changing that I need to be aware of?
Thanks,
Kelly
Permitted Plan:
ti w t u
N • ";I �.
y itez.,...4,,,N, . J, t . ,li-LI • -1-77
,,, isis:,; _ - ,--' ...,-0 .,,, ,-,,..,+•,., .,. ,.,
1'' }ma • s! 1 E.Oy1't i' i 1�#r r z
,� p 1c2 F,'!.•V,`tz ii•1`i%i.F,t t E•1�t.1,`t`'ta ti t.t.t;F:t
Google Earth (matches plans submitted recently):
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t.
4`' t,;
41 rh. - .,,,
Ville Elan+.Pnl31 t1CY.4,444,
FCeL t. johIASSov,
Kelly Johnson
5

Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
6

PARAmouNTE
ENGINEERING, 1 N C.
1 2 2 CINEMA DRIVE
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 ( 0 ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
To: NCDENR-Stormwater Date 10/6/17
127 Cardinal Drive Extension
Wilmington, NC 28405 Re: Hawkeswater Phase 3a-2c
SW8 130412 Modification
Attn: Kelly Johnson Project No. 12293.PE
'tie are sending: El Originals ®Prints ❑Shop Drawings IZI Calculations
The following items: El Correspondence ® Plans ❑ Specifications Other as listed below
Quantity Date Dwg.No. Description
1 Response Letter
1 Updated Calculations(Pond 4,Average Depth Pond 4)
1 Pond 4 Updated Supplement
1 Revised Application(Original and Copy)
1 Operation and Maintenance Agreement(Section 2C)
1 Deed Restrictions(Section 2C)
Issue Status: ®For Approval ❑As Requested ❑ Construction ❑Bid
❑For Your Use El For Review and Comment ❑Approved as Noted ❑See Remarks
'Action Taken: El No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
El Rejected-See Remarks ❑ Approved as Submitted 0 Other
Remarks:
4.041.
Cc: �g Signed:
oCcielti
to11 Tim Clinkscales, PE,PLS
BY:

wficbAy_0(.. To r Ilk tN F0a
P! it\ I9RN :ERT
.
Thursday, October 5, 2017
State of North Carolina I Environmental Quality I E, M, L, R I Wilmington Regional Office
Attn: Kelly Johnson, Environmental Engineer
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Request for Additional Information
SW8 130412,Hawkeswater on the River
Brunswick County
Dear Ms. Johnson,
Please find this letter in response to your Request for Additional Information for
Hawkeswater on the River letter dated September 1, 2017.
1. Average Depth for Phase 3 Pond 4
• Has been updated with corresponding information
2. Revised Application
• Application is provided depicting areas for Phase 3 Pond 4 and Phase 3
Pond 6
3. Deed Restrictions
a. Phase 3A Section 2C deed restrictions:
Provided NEED To
b. Runoff from existing development that is not bypassed shall be included in the
sizing of the on-site SCM's. �� SS ��
Based on 2013 approval, all lots have 4500 sq. ft of impervious. All lots are "U-
designed and built to drain to its corresponding SCM. t` xc.O—w1
4. Please provide a list of plan sheets for full modification 1N NEXT
Based on modifications by Paramounte, our submitted plans will ff)00‘c‘c-A1I00
supersede SW-4 -Phase 2, SW-5—Phase 3A&3B and P-3, our Pond 4 and =76c
6 design e/A4
ECE VE .
OCT 06 2017
BY•
1 2 2 CINEMA D R I V E, W I L M I N G T D N , NC 2 9 4 D 3
PH : ( 9 1 D ) 7 9 1 - 6 7 D 7 F A X : ( 91 0 ) 79 1 - 6 7 80

PARA MOUNTE
E N G 1 N E E R 1 N G, 1 N C.
Thank you for your attention to this matter. If you have any questions regarding any of this
information or require additional material, please feel free to call. Thank you for your time
and effort.
Sincerely,
Paramounte En in ring,Inc.
Tim Clinkscales, P.E.,P.L.S.
flECE]VE
OCT 062017
l
BY:
1 2 2 CINEMA D R I V E, W I L M I N G T O N , NC 2 8 4 0 3
PH : ( 9 1 O) 7 9 1 - 6 7 0 7 F A X : (9 1 D ) 79 1 - 6 7 6 0

ROY COOPER
Governor
N
, qoo IWE, 401
MICHAEL S. REGAN
Secretory
Energy,Mineral& TRACY DAVIS
Land Resources Director
ENVIRONMENTAL QUALITY
September 14,2017
D.R. Horton,Inc.
Attn: Mr.Michael C. Loiacono,Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 130412
Hawkswater at the River
Brunswick County
Dear Mr.Loiacono:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on June 15,2017. A request for additional information was mailed on
August 10,2017 and a response was received on September 1,2017. A preliminary in-depth review of
that information has determined that the application is not complete and that additional information is
needed. To continue the review,please provide the following additional information.
1. Average Depth [.1053(2)]: Please check the area at the bottom of the shelf for Phase 3 Pond 4. It
appears to be 15,550sf rather than 14,543sf. Please rectify any subsequent average depth impacts.
2. Project Area[.1042(2)(a)(iv)],Project Title and Pond Titles: The response letter references a
revised application,but it appears that that document was left out of the package.
3. Deed Restrictions [.1003(7)]:
a. Phase 3A Section 2C: The response letter references revised deed restrictions for this
phase,but it appears that that document was left out of the package.
b. Other Phases [.1003(3)(b)]: Runoff from existing development that is not bypassed shall
be included in the sizing of on-site SCMs at its full built-out potential. If there are homes
inside the drainage area(s)of pond(s)that are not deed restricted,then they must be
accounted for in the pond designs at full built-out condition. This is typically determined
by the maximum amount of impervious allowed under zoning restrictions,but there may
be other methods. Please make any necessary adjustments.
4. Full Permitted Plan Set: Please provide a list of plan sheet numbers that were permitted on April
30, 2013 which will be combined with the sheet provided for this modification to constitute a full
set of permitted plans. I will put a list of the sheet numbers on the cover sheet for clarification for
future modifications.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements,narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office prior to September 29,2017,or the
application will be returned as incomplete. If the project is returned and you wish to re-submit later,you
will need to resubmit all required items at that time, including the application fee.
State of North Carolina I Environmental Quality I Energy.Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,NC 28405
9107967215

State Stormwater Permit No. SW8 130412
Page 2 of 2
If additional time is needed to submit the requested information please e-mail,mail, or fax your extension
request,prior to the original due date,to the Division using the contact information available in this letter.
The extension request must include a justification and a date of when the requested information will be
submitted to the Division.Please remember that extension requests delay the issuance of the final
permit. The Division is allowed 90 days from the receipt of a complete application to issue the permit.
The construction of any impervious surfaces,other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned application number on all correspondence. If you have any questions
concerning this matter,please feel free to call me at(910) 796-7215 or email me at
[e-mail].
Sinca�ely,
: ly ohn-.n
Enviro uu ntal Engineer
GDS/kpj: 111Stormwater\Permits &Projects120 1 31130412 HD12017 09 addinfo 130412
cc: Mr. Aaron Beckner,PE,Paramounte Engineering,Inc.
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy.Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7 215

PARA MOUN
T
E N G 1 N E E R 1 N G , 1 N C.
1 2 2 CINEMA DRIVE
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 ( 0 ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
To: NCDENR-Stormwater Date 9/1/17
127 Cardinal Drive Extension
Wilmington, NC 28405 Re: Hawkeswater Phase 3a-2c
SW813o412 Modification
Attn: i Kelly Johnson Project No. 12293.PE
IWe are sending: El Originals ®Prints ❑Shop Drawings ®Calculations
The following items: El Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
2 Design Plans(24x36)—Updated Plans
1 Design Narrative
2 Wet Pond Supplement
1 Response Letter
Issue Status:I El For Approval D As Requested ❑ Construction ❑Bid
El For Your Use ❑For Review and Comment El Approved as Noted 0 See Remarks
lAcuon Taken: El No Exceptions Taken El Make Corrections Noted ❑ Amend&Resubmit
El Rejected-See Remarks El Approved as Submitted El Other
'Remarks:
Cc: Signed: ..: ,4
Tim Clinkscales, PE, LS
flECEIVE
SEP 01 2017

1 ScbNSE "ro Aor, INFO I
PARAMOUNT
ENGINEERING . I N C.
August 31, 2017
Kelly Johnson I 1)
ECEIVE
Environmental Engineer `'', sEP 01 2011
NCDEQ
127 Cardinal Drive Extension BY:. _v
Wilmington, NC 28405
RE: Hawkeswater at the River SW8 130412
Dear Ms. Johnson:
On behalf of DR Horton, we are submitting a response to your comments received via email
on August 10, 2017. Please find your comments listed below with our response provided in
bold.
• This project was originally permitted as permit number SW8 060354 in 2008 under
15A NCAC 02H .1000, effective September 1, 1995 (commonly referred to as the
"1995 Rules"). In 2013, this permit was reissued to DR Horton, Inc. as SW8 130412
after the original permittee was foreclosed on. The 2013 permit was re-permitted
under the 1995 Rules as opposed to the rules in effect at that time, 15A NCAC 02H
.1000, effective October 1, 2008 (commonly referred to as the "2008 Rules".) The
current proposal modifies two ponds, Phase 3 Pond 4 and Phase 3 Pond 6. The
impervious area draining to both ponds has increased since the 2013 permit. The
rules currently in effect are 15A NCAC 02H .1000, effective January 1, 2017
(commonly referred to as the "2017 Rules"). Per .1002(23) and .1042(1)(b)the
redesign of the two ponds is a major modification subject to the requirements of the
2017 Rule.
• The two ponds, Phase 3 Pond 4 and Phase 3 Pond 6, have been
redesigned per the 2017 Rule. Please refer to revised submittal set.
• The average depth has been calculated using Equation 2 of the 2008 rules' manual.
Since the permanent pool is at the top of the vegetated shelf and the pond is
designed per the 2017 rules, it appears that Equation 3 of the 2017 manual should be
used. This is likely a simple and quick mathematical exercise that won't impact the
pond's design. But, since this permit has spanned three versions of regulations, the
permit needs to document that the average depth has been designed per the 2017
rule rather than the 2008 rule. Please run Equation 3.
• Average depth has been calculated per Equation 3 of the 2017 rule.
Please refer to revised submittal set.
1 2 2 C I N E M A DRIV WI M I N G T D N , NC 2 8 4 D 3
PH : ( 9 1 D ) 7 9 1 6 7 D 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0

• The project area on the application appears to cover only the two drainage areas
being modified as opposed to the entire project area that is covered by the permit's
ten ponds. Please list the entire project area on the application.
• The application has been revised to include the entire project area.
Please refer to revised submittal set.
• The storm drain structures are shown on the plan, but it appears that the associated
pipe schedule was not included. Please show the inverts of these features on the
plan set.
• The storm schedule has been added to the plan. Please refer to revised
submittal set.
• Phase 3A Section 2C: The notarized deed restrictions were submitted for this
section. However, it appears that Lot 3271 has been excluded. Please include this
lot in the restrictions.
• The deed restriction form has been revised. Please refer to revised
submittal set.
• The notarized deed restriction form for Phases 1 and 3 is missing from the file.
Please submit deed restrictions for the entire project. For sections that are already
sold or are for sale, please submit copies of the recorded deed restrictions per
Section 11(17) of the current (as opposed to the notarized form).
• The existing sections were permitted and sold before current purchaser
owned property. We can only provide the lots that were under our
control at time of sale.
• The permit has historically been titled "Hawkswater at the River". The current
application lists the title as "Hawkswater at the River, Phase 3A Section 2C". It is
recommended that you continue the historical title for the permit since it covers more
than just Phase 3A Section 2C.
• The permit application has been revised to Hawkeswater at the River.
Please refer to revised submittal set.
• There are ten (10) ponds covered by this permit; Phase 1 Ponds 1, 2, and 3 and
Phase 3, Ponds 1, 2, 3, 4, 5, 6, and 7. This application lists "Drainage Area 1" and
"Drainage Area 2" on the application and the respective Ponds are "Pond 4" and
"Pond 6". Since the currently-proposed plans will be combined with plans that were
permitted in 2013, it is recommended that you continue the historical pond numbering
titles of"Phase 3 Pond 4" and "Phase 3 Pond 6" in the application materials for
consistency and clarification.
• The historical pond numbering has been included on the application
materials.
1 2 2 C I N E M A D R I V E , W I L M I N G T O N , NC 2 6 4 D 3
PH : ( 9 1 O ) 7 9 1 - 6 7 O 7 F A X : (9 1 0 ) 7 9 1 - 6 7 6 0

• Please provide a list of plan sheet numbers of the currently-permitted set to carry over
and be re-permitted for this set so that there will be a full set for the project.
• Only plans submitted by Paramounte Engineering, Inc. are relevant to
this modification. A Sheet Index was provided on the cover sheet, that
was in the original submittals.
• There appear to be areas of the project that have not been built per the plan. For
instance, the townhomes behind Belville Elementary are not permitted. Additionally,
there is a pond constructed inside the loop made by Keekle Lane that is not on the
plans while the pond permitted to be adjacent to Keekle Lane has not been
constructed. The modification currently being reviewed will focus only on the two
ponds that were submitted with this application. A future modification is likely
• Noted. The phase 2 portion will be submitted early next week as part of
the modification
Thank you for your attention to this matter.
Sincerely,
Tim Clinkscales, PE, PLS
Paramounte Engineering, Inc.
�CEIVE
SEP01201? 11)
BY:
1 2 2 C I N E M A D R I V E , W I L M I N O T O N , NC 2 8 4 D 3
PH : ( 9 1 D ) 7 9 1 - 6 7 O 7 F A X : (9 1 0 ) 79 1 - 6 7 6 0

HAWKSWATER AT THE RIVER
PHASE 3A SECTION 2C
BRUNSWICK, NC
STORMWATER NARRATIVE
Prepared for:
DR HORTON, INC
1121 Military Cutoff Road, Suite C-322
Wilmington, NC 28405 E C"-E I V E
1)
Prepared by: SEP 0 1 2017
BY:
P OQNIE
E N G 1 N E E R ! N G. I N C.
122 Cinema Drive
Wilmington,NC 28403
NC License#: C-2846 ��� der.
:•a SEAL -r•:
Project#12293.PE QQ3§20
� '9 'FNGINlE�• �Ci �
August 2017 �'0'4'0N %•7 BEG��```

DESIGN NARRATIVE
DR Horton, Inc. proposes to develop Hawkeswater at the River - Phase 3a Section 2C in Brunswick
County, NC. This phase is located within the Hawkeswater at the River development off of previously
constructed Hawkeswater Blvd. The development is on Highway 133 approximately 0.85 miles south of
the intersection of Highway 76 and Highway 133.
Phase 3a Section 2C consists of 60 residential lots with associated streets and sidewalks. This section of
the project drains to two proposed stormwater wet ponds (Pond#4 and Pond#6),which were previously
permitted under SW8 130412 which is to be modified per this submittal. The proposed permit
modification is due to a change in drainage area and built upon area for the two proposed ponds. The
proposed permanent pool elevations remain the same as previously permitted. Pond #4 was previously
permitted as"Pond#4 Phase 3" and Pond#6 was previously permitted as"Pond#6 Phase 3".
The project is within a drainage basin which drains to the Cape Fear River. The receiving stream is the
Brunswick River (SC). The runoff will be conveyed into the wet detention ponds via a storm drainage
system. The runoff will be controlled in the ponds through the use of outlet structures to meet the
pre/post requirements of Brunswick County.
The impervious area was calculated by taking into the account the roadways,sidewalks and single family
lots.
PROPOSED IMPROVEMENTS
The stormwater will be conveyed to the wet detention ponds via a piped underground storm system.
The ponds will discharge to the existing wetland areas onsite. The ponds have been designed to meet the
State required minimum 1.5"runoff temporary storage volume at 90%TSS removal.
Please find all reference material and stormwater calculations in the following pages of this report. Note
that some calculations have also been located on the plans for easy reference during construction.
DESIGN METHOD
Hydrologic calculations have been performed utilizing HydroCAD version 10.0 software
which employs the USDA SCS Method. The Type-III 24-hour storm rainfall depth has been
taken from the Brunswick County Storm Water Management Manual. Curve Number(CN)and
Time of Concentration(TOC)calculations have been performed in accordance with the USDA
TR-55 manual, with a minimum TOC of 5 minutes.
Hydrologic Soil Group Classifications have been taken from the USDA Web Soil Survey.
Precipitation data has been taken from the Brunswick County Storm Water Management Manual.
Storm conveyance calculations have been performed utilizing the Rational Method within
Carlson Hydrology 2016 which employs the FHWA Method for HGL computations.
Page 1

CALCULATIONS

Wet Pond (Phase 3 Pond 4)
NCDEQ Wet Retention Basin MDC[15A NCAC 02H.1053]
Objective:Design a wet retention basin with the following characteristics:a permanent water pool depth between 3-and
8-feet with a temporary water pool sized to detain the design storm(1.5"coastal depth or 1-yr pre-post vol)depending on which
watershed the project drains into. The storm water flow path shall be adequate for water quality and discharges in non-erosive manner
Long Term Pond Performance is up to the permitee's responsibility in regards to the DAM standards per the permit conditions.
Step 1r Determine the surface area required based on SA/DA Ratio Coastal Tend Average Dept.MDC 18 2.
Post-Development Conditions
Total Drainage Area 6.90 ACRE Value from CAD
Impervious Drainage Area 3.79 ACRE Value from CAD
Impervious Cover 54.9% Impervious Cover=(impervious Drainage
Area)/(Total Drainage Area)`100%
Elevation of Permanent Pool Surface 8.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 4.0 FT Value selected by designer(Excludes Sed.Storage)
Depth of Permanent Pool 4.0 FT
Avg.Depth of Permanent Pool 3.4 FT Value from Avg.Depth Calculation(MDC 2;Equation 3)
Required SA/DA Ratio 3.55 Value from Coastal NC Chart
Required Surface Area.(Required SA/DA
Required Permanent Pool Surface Area 10,670 SF Retio)`(To[el Drainage Area)
Provided Permanent Pool Surface Area 17,445 SF From stage-storage calculations
Step 2:Determine the Design Storage Elevation within the wet detention pond.MDC 2 and MDC 3.
Runoff Coefficient,Rv 0.544 IN/IN Rv-0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume 20,451 CF 1.5"Runoff Volume-I.S inch*Rv*1 fooV12
(Volume of Temporary Pool) inch`(Total Drainage Area)
1-yr,24-hr Pre-Dev Volume NA CF HydroCAD SCS Hydrographs
1-yr,24-hr Post-Dev Volume NA CF HydroCAD SCS Hydrographs
Required 1-yr,24-hr Runoff Volume HydroCAD SCS Hydrographs
(Volume of Temporary Pool) NA CF (I-yr,24-hr Pre-Post Volume Runoff)
Storage Elevation at Required Volume 8.84 FT Value from stage-storage table.
Storage Elevation Provided 9.20 FT Value selected by designer
Storage Volume Provided 29,830 CF Value is based upon stage-storage values.
See HydroCAD stage-storage hydrographs.
1 of2
RRCEIVE
OCT 062011
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Step 3:Calculate the required forebay volume(15-20%of perm.pool volume). MDC 5.
Main Pond Volume 54,311 CF Main PPool Volume
15%Main Pond Volume 8,147 CF Forebay Volume=(Main Pond Volume)*15%
20%Main Pond Volume 10,862 CF Forebay Volume=(Main Pond Volume)*20%
Provided Forebay Volume 12,8..0 CF Value from stage-storage tables
Forebay Percentage 19.9%
Step 46:Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days. MDC 7.
Diameter of Proposed Low-flow Orifice 2.50 IN Value chosen by designer
Storage Elev at 1.5-inch Runoff 8.84 FT Value from above
Head(Ho) 0.74 FT (Ho)—(Design Storm Staging Elev)-(Centrold of
orifice elevation)
Driving Head(Ho)for Orifice Equation(Ho/3) 0.25 FT Ho/3
Cd,Coefficient of Discharge 0.60 Value chosen by designer
f1 Finwrata Thmunh tnw-flnw(Orifice OAR CFS Q=Cd*(M)*((Olameter of Orifice)*(1 ft/12
,n)7^2/4uf2*32.2*(Averse Head)1^1/2
Drawdown Time for 1.5-inch Req'd Runoff 2.91 DAYS (Drawdown Time)=(Req'd Runoff Volume)/Q*(1
day/86400 seconds)
Step 46:Verify that time required to drawdown the 1.5-Inch runoff volume is within 2 to 5 days. MDC 7.
Diameter of Proposed Low-flow Orifice 2.50 IN Value chosen by designer
Storage Elev at Next Highest Outlet 9.20 Fr Value from above
Head(Ho) 1.10 FT (Ho)=(Design Storm Staging Elev)-(Centroid of
orifice elevation)
Driving Head(Ho)for Orifice Equation(Ho/3) 0.37 FT Ho/3
Cd,Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.10 CFS Q—Cd*(Pi)*((Diameter of Orifice)*(1 ft/12
in)J^2/4*(2*32.2*(Averge Head)J^1/2
Drawdown Time far 1.5-Inch Prov'd Runoff 3.48 DAYS (Drawdown Time)=(Provided Runoff
Volume)/Q*(1 day/86400 seconds)
2 of 2
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OCTBti -AN
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Wet Pond [QRP Pond]
Stage-Area-Storage Calculations
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
8.0 23,440 0 0 +-Permanent Pool
9.0 25,802 24,621 24,621
10.0 28,221 27,012 51,633
11.0 30,696 29,459 81,091
12.0 33,228 31,962 113,053 Top of Pond
Stage/Storage Main Pond
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
3.0 9,182 0 0 Pond Bottom
4.0 10,417 0 0 •-Sediment Storage
5.0 11,730 11,074 11,074
6.0 100 12,415 23,489
7.0 15,55 14,325 37,814 Bottom of Shelf
8.0 , ' 17, 16,498 54,311 Permanent Pool
vc\cAyr cook ( c ShQ1C
Forebay#1
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
3.0 1,009 0 0 Forebay Bottom
4.0 1,550 0 0
5.0 2,204 0 0 +-Sediment Storage
6.0 2,900 2,552 2,552
7.0 3,800 3,350 5,902
8.0 5,995 4,898 10,800 Forebay Volume
` 'LOB,
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Coastal Counties SA/DA Ratio
Reference MDC 1:Table 2: SA/DA Ratio for Coastal Counties(BMP Manual via Driscoll, 1986)
Surface Area/Drainage Area
Permanent Pool Depth(ft)
Impervious% 3.0 4.0 5.0 6.0 7.0 8.0
10% 0.78 0.61 0.44 0.00 0.00 0.00
20% 1.47 1.04 0.87 0.70 0.52 0.35
30% 2.18 1.65 1.39 1.13 0.87 0.70
40% 2.96 2.26 1.83 1.39 0.96 0.78
50% 3.65 2.87 2.35 1.83 1.31 1.96
60% 4.35 3.31 2.78 2.26 1.74 1.13
70% 5.22 3.92 ..3.22 2.52 1.83 1.31
80% 5.92 4.52 3.65 2.78 1.91 1.57
90% 6.53 5.05 4.18 2.96 2.44 1.74
100% 7.13 5.92 4.87 3.83 2.78 1.83
8/16/2017

Project Name: Hawkeswater 2C
Client: DR Horton PARAMOUNTE
Project Number: 12293.PE F N O I N E E R I N O, INC.
Prepared By: ATB
Date: 10/2/17
Average Depth Calculation: (Wet Pond MDC 2: Equation 3)
Phase 3 Pond 4
V,p= 54,311 cf (Main pool total volume at permanent poo#
Perimetersheif= 494 ft (Main Pool Perimeter of bottom of she f'
Dmax over shelf= 1 ft [Depth between bottom of she f and permanent poo#
Widthsubmerged Shelf= 6 ft (Lineal width of shelf below permanent poo#
Vsaw 0 1482 cf (0.5*D„,„,,,,,14.*Partway Nit *W s. +sn')
ARnttnm Shen= 15,550 sf !Main pool area at the bottom of the shelf)
D,,,o al 3.4 RVrr"T'.eekVA Bon=Add

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Wet Pond [QRP Pond]
Stage-Area-Storage Calculations
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area(SF) Volume(CF) (CF)
6.0 15,253 0 0 •-Permanent Pool
7.0 16,803 16,028 16,028
8.0 18,408 17,606 33,634
9.0 19,954 19,181 52,815 Toff of Pond
Stage/Storage Main Pond
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
0.0 4,300 0 0 4-Pond Bottom
1.0 5,200 0 0 •-Sediment Storage
2.0 6,200 5,700 5,700
3.0 7,200 6,700 12,400
4.0 8,200 7,700 20,100
5.0 9,300 8,750 28,850 •Bottom of Shelf
6.0 11,339 10,320 39.170 •Permanent Pool
Forebay#1
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
0.0 300 0 0 •forebay Bottom
1.0 600 0 0
2.0 950 0 0 •Sediment Storage
3.0 1,250 1,100 1,100
4.0 1,750 1,500 2,600
5.0 2,400 2,075 4,675
6.0 3,915 3,158 7,833 +forebay Volume

Coastal Counties SA/DA Ratio
Reference MDC 1: Table 2: SA/DA Ratio for Coastal Counties (BMP Manual via Driscoll, 1986)
Surface Area/Drainage Area
Permanent Pool Depth (ft)
Impervious% 3.0 4.0 5.0 6.0 7.0 8.0
10% 0.78 0.61 0.44 0.00 0.00 0.00
20% 1.47 1.04 0.87 0.70 0.52 0.35
30% 2.18 1.65 1.39 1.13 0.87 0.70
40% 2.96 2.26 1.83 1.39 0.96 0.78
50% 3.65 2.87 2.35 1.83 1.31 1.96
60% 4.35 3.31 2.78 2.26 1.74 1.13
70% 5.22 3.92 3.22 2.52 1.83 1.31
80% 5.92 4.52 3.65 2.78 1.91 1.57
90% 6.53 5.05 4.18 2.96 2.44 1.74
100% 7.13 5.92 4.87 3.83 2.78 1.83
8/16/2017

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S
ROY COOPER
+.a .Governor
MICHAEL S. REGAN
Secretary
Energy,Mineral& TRACY DAVIS
Director
Land Resources
ENVIRONMENTAL QUALITY
August 24,2017
D.R. Horton,Inc.
Attn: Mr. Michael C. Loiacono, Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: Notice of Inspection—Not Compliant
Hawkswater at the River
State Stormwater Management Permit No. SW8 130412
Brunswick County
Dear Mr. Loiacono:
On August 23,2017,the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources(DEMLR) inspected the subject project, located on River Road in Leland in Brunswick County
to determine the status of compliance with the State Stormwater Management Permit Number SW8
130412 which was issued most recently on April 30,2013 and is currently in-house for a modification to
modify two ponds(Phase 3 Ponds 4 and 6). DEMLR file review and site inspection revealed that the site
is not in compliance with the terms and conditions of this permit. Please find a copy of the completed
form entitled "Compliance Inspection Report" attached to this letter,which summarizes the findings of
the recent inspection. As indicated in the attached inspection report,the following deficiencies must be
resolved:
1 Modification Needed: Once the permit has been issued to modify Phase 3 Ponds 4 and 6,please
modify the permit again to ensure that its permitted condition matches its intended configuration
for the entire subdivision. Per Permit Section II(1),"No homeowner/lot owner/developer shall
fill in, alter, or pipe any drainage feature(such as swales) shown on the approved plans as part of
the stormwater management system without submitting a revision to the permit and receiving
approval from the Division."Per Permit Section II(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 any
revision to the approved plans,regardless of size; Project name change;Transfer of ownership;
Redesign or addition to the approved amount of built upon area; 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; or Filling in,altering,or piping of any vegetative
conveyance shown on the approved plan."
a. Ponds not Built per the Permitted Plan: All ponds must be built per the permitted plan.
For instance,Phase 3 Pond 5 was permitted outside of the loop formed by Keekle Lane
but it was constructed inside the loop formed by Keekle Lane. Please ensure that the
permitted plans match the intended configuration for all ponds in the subdivision.
b. Unpermitted Construction: Phase 2(the townhomes behind Belville Elementary School)
has been constructed but not permitted.
c. Lots on Plans: Please ensure that all the lots that are built and/or planned are shown on
the plans. For instance, 10222 Hawkswater Blvd is not on the plans, but it is constructed.
There may be other examples.
State of North Carolina 1 Environmental Quality I Energy,Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension 1 Wilmington,NC 28405
910 796 7 215

State Stormwater Permit No. SW8 130412
Page 2 of 3
2. Deed Restrictions:
a. Permit Section II(16)requires that"The maximum built upon area per lot is 4,500 square
feet for Phase I. Phases 2 and 3 shall be specified with a future stormwater permit
modification." However,homes have been constructed in Phases 2 and 3 without a
permit modification to set deed restrictions.
b. Per 15A NCAC 021I .1002(43),please ensure that if you have sold homes without deed
restrictions that those lots are accounted for at full build-out condition in the stormwater
ponds' designs.
c. Permit Section 11(17): The deed restrictions must be recorded and a copy must be
submitted to the Division before lots are sold. Deed restrictions are not on file.
i. Please submit recorded deed restrictions for all lots that are sold.
ii. For lots that are not sold,please submit the notarized form indicating that deed
restrictions will be recorded prior to sale.
3. Operation and Maintenance(O&M)Agreements: O&M agreements are on file for most of the
ponds. However,please update the O&M for any pond(s)that must be modified in the permit.
4. Certification: Per Permit Section II(10),please submit a Designer's Certification for any pond(s)
that are no longer being used for Erosion and Sediment Control(E&SC).
5. Specific Ponds: The following specific items were observed for the following ponds:
a. Phase 1:
i. Pond 2—The inspector could not observe the outfall. The emergency overflow
needs maintenance.
ii. Pond 3 —The pond and its outfall location differ from the permitted plans. (The
area is currently under development.)
b. Phase 2: An additional pond is in an area that has not been constructed without
permitting.
c. Phase 3:
i. Pond 2—The slope is eroding along southeastern slope.
ii. Pond 3 —Not constructed.
iii. Pond 4—The pond is not constructed. (It is in the early stages of development).
iv. Pond 5 —The pond has been constructed in an area that differs from the permitted
plan.
v. Pond 6—The pond is not constructed. (It is in the early stages of development).
vi. Pond 7—Please maintain the riser where vegetation is beginning to obstruct the
flow.
State of North Carolina I Environmental Quality I Energy.Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215

State Stormwater Permit No. SW8 130412
Page 3 of 3
Please be reminded that it is your responsibility as the permittee of record to submit a completed and
signed Permit Transfer Application Form to the Division of Energy,Mineral and Land Resources 30-60
calendar days prior to making any of the below listed changes. This form is available on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-rules/stormwater-
program/post-construction.
a. An ownership change including the sale or conveyance of the permitted project area in whole or
in part.This does not include the conveyance of subdivided residential lots to individuals which
are made subject to a recorded declaration of covenants and restrictions which contain the
statements required by the stormwater permit;
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. Foreclosure proceedings;
d. Filing for Bankruptcy;
e. Dissolution of the partnership or corporate entity.Per NCGS 57D-6-07,a dissolved LLC shall
wind up,which may include continuing the business of the LLC for a period of time.The person
charged with winding up the LLC shall collect the LLC's assets [which include the stormwater
management permit],and distribute the assets as provided in NCGS 57D-6-08(2).
f. A name change of the owner/permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Please be advised that until you submit the required Permit Transfer Application Form to the Division and
receive approval from the Division to transfer the permit,you are required to comply with the terms,
conditions and limitations of the Stormwater Management Permit under Title 15A North Carolina
Administrative Code 2H.1003 and North Carolina General Statute 143-214.7, including the operation
and maintenance of the permitted stormwater system.
Failure to provide the requested information, or to respond to this letter with a plan of action,including a
timeline to resolve the identified deficiencies,by September 25,2017, are considered violations of the
permit. If the requested information is not submitted to this Office by the due date,then DEMLR.staff
will re-inspect the site and may issue a Notice of Violation. Please also note that any individual or entity
found to be in noncompliance with the provisions of a stormwater management permit or the stormwater
rules is subject to enforcement action as set forth in NCGS 143 Article 21, including the assessment of
civil penalties of up to $25,000 per day.
If you have any questions,please contact me at the Wilmington Regional Office,telephone number(910)-
796-7331 or via email at [e-mail].
Sincerely,
t ��
4.1
1 y John:f n
ironm, tal Engineer
enc: Compliance Inspection Report
GDS\kpj: \\\Stormwater\Permits &Projects12013\130412 HD\2017 08 CEI_deficient 130412
cc: Tim Clinkscales,PE,Paramounte Engineering
Georgette Scott,Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater Permit File
State of North Carolina I Environmental Qvaltiy I Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215

Compliance Inspection Report
Permit: SW8130412 Effective:04/30/13 Expiration: 04/30/21
Project: Hawkeswater at the River
Owner: D R Horton Inc
County: Brunswick Adress: NC 133
Region: Wilmington
City/State/Zip: Belville NC 28451
Contact Person: Bradford C Brundage Title: Manager Phone: [phone]
Directions to Project:
Approx. 1.5 miles south on NC133 from intersection of US17.
Type of Project: State Stormwater-HD-Detention Pond
Drain Areas: 1 -
10-
2-
3-
4-
5-
6-
7-
8-
9-
On-Site Representative(s):
Related Permits:
Inspection Date: 08/23/2017 Entry Time: 02:OOPM Exit Time: 03:OOPM
Primary Inspector: Creighton A Brown Phone: [phone]
Secondary Inspector(s):
Kelly Johnson
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant II Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
page: 1

Permit: SW8130412 Owner-Project: D R Horton Inc
Inspection Date: 08/23/2017 Inspection Type Compliance Evaluation Reason for Visit: Routine
File Review Yes No NA NE
Is the permit active? N! ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ II ❑ 0
Signed copy of the Operation&Maintenance Agreement is in the file? 0 II ❑ 0
Copy of the recorded deed restrictions is in the file? 0 ® ❑ ❑
Comment: Deed restrictions are needed.
O&M reflecting the final designs for all ponds are needed.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 0 id ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ • 0 0
Is the BUA(as permitted)graded such that the runoff drains to the system? ❑ U ❑ ❑
Comment: Modification is needed.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? 0 • ❑ ❑
Are the inlets located per the approved plans? ❑ • 0 0
Are the outlet structures located per the approved plans? 0 ® ❑ ❑
Comment: Modification is needed.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ rj ❑ 0
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ 0 0 0
DWQ upon request?
Comment: Maintenance is needed.
page: 2

Johnson, Kelly
From: Brown, Creighton A
Sent: Thursday, August 24, 2017 11:38 AM
To: Johnson, Kelly
Subject: Hawkeswater inspection SW8 130412
Kelly,
Below are my notes from my inspection.
Phase 1:
Pond 2—could not observe outfall and emergency overflow needs maintenance.
Pond 3—Pond and outfall location are different (area currently under development).
Phase 2:
Additional pond located in the middle of phase area not currently permitted.
Phase 3:
Additional lot across street from pond 1, not shown on plans.
Pond 2—Slope eroding along SE slope.
Pond 3—Not constructed.
Pond 4—Not constructed (early stages of development).
Pond 5—Pond location different from permitted plan.
Pond 6—Not constructed (early stages of development) .
Pond 7—Maintain riser where vegetation is beginning to obstruct flow.
Let me know if you have any questions.
Thanks
Creighton Brown
Environmental Specialist
Land Quality Section
Division of Energy, Mineral, &Land Resources
Department of Environmental Quality
910.796.7230 office
creighton.brown(a�ncdenr.gov
127 Cardinal Dr. Extension
Wilmington, NC 28405
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Efnaff c rre.sm te. c,�:;!i ;.vn�cY��;,,,;.. r;�:.r�_�. to c. ndence ^ari,�'. 5_-r tl+,a
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1

Johnson, Kelly §tAN
13 OAa
From: Tim Clinkscales <[e-mail]>
Sent: Wednesday, August 09, 2017 5:08 PM
To: Johnson, Kelly; Aaron Beckner
Cc: Scott, Georgette; Sams, Dan
Subject: RE: SW8 130412, Hawkswater at the River
Attachments: Hawkswater Blvd. Drainage Areas.pdf
All I can say on the townhomes, here is the plan we used as the basis. The pond in the middle of the section is an
amenity pond and is not used for treatment. The SW pond is in the same location and very similar townhome
layout. We received this plan in the bank documents
I believe the pond in the middle raises alarms again but no impervious to such and an amenity pond
Tim Clinkscales PE, PLS
RA O Nrr
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramou me-e ng.com
From:Johnson, Kelly[mailto:[e-mail]]
Sent:Wednesday,August 09, 2017 5:02 PM
To:Aaron Beckner<[e-mail]>
Cc:Tim Clinkscales<[e-mail]>;Scott,Georgette<[e-mail]>;Sams, Dan
<[e-mail]>
Subject: RE:SW8 130412, Hawkswater at the River
Aaron,
This pond shown in my previous email shows that the permitted plans have the pond on one side of the road when the
pond is built on the other side of the road. That is a significant change and needs to be reflected on the
plans. Additionally,the townhomes shown below are in an area of the permitted plan that is labeled "future"and does
not have a development layout. But,from a quick review of the county GIS, many of these units are build and owned by
homeowners. This area needs to become permitted. The project must be constructed per the plans and also fully
permitted prior to construction. I will ask the inspector to do an inspection. In the meantime I will send a request for
additional information tomorrow asking for a modification package that reflects the construction.
Thanks,
Kelly
i

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From:Aaron Beckner [mailto:[e-mail]]
Sent:Wednesday,August 09, 2017 4:49 PM
To:Johnson, Kelly<[e-mail]>
Cc:Tim Clinkscales<tclinkscales( paramounte-eng.com>
Subject: RE:SW8 130412, Hawkswater at the River
Kelly,
We are only submitting to modify the permit pertaining to Pond 4 and Pond 6, due to a change in impervious area. The
design is not per the 2017 rules as there is an existing permit in place. I will be sending you revised plans for this as the
proposed impervious area has changed slightly again since my last submittal.
Regarding the pond at Keekle Lane,the location was shifted however the drainage area, impervious area, surface area
and outfall location all still meet the conditions of the existing permit.The pond will be certified as such.
Thank you,
Aaron
Aaron T.Beckner, P.E.
Paramounte Engineering, Inc. 122 Cinema Drive I Wilmington,NC 28403
Office: [phone] I Fax: [phone]) I www.paramounte-eng.com
**PLEASE NOTE OUR NEW OFFICE ADDRESS**
From:Johnson, Kelly [mailto:[e-mail]]
Sent:Wednesday, August 09, 2017 4:14 PM
To:Aaron Beckner<abeckner@paramounte-eng,com>
Subject:SW8 130412, Hawkswater at the River
2

Aaron,
I am going to start going through this one, and I have a general question for you. It looks like you are you redesigning
Phase 3 Pond 4 and Phase 3 Pond 6 under the 2017 rules, but I am trying to see what else might be proposed. For
instance,the plans submitted recently show a pond that is"existing" inside Keekle Lane (which is a loop), but the
permitted plans do not show a pond inside the Keekle loop? That isn't one of the ponds that appears to be being
revised. Are there three ponds being revised? Are there other"big picture" items changing that I need to be aware of?
Thanks,
Kelly
Permitted Plan:
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Kelly Johnson
3

Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
4

Appraisal Card Page 1 of 1
BRUNSWICK COUNTY 8/9/2017 4:36:05 PM
GRAHAM ALLORA C Return/Appeal Notes: Parcel:038NE011
10146 MORECAMBLE BLVD SE UNIT 3 CO PLAT:/UNIQ ID 160729 SPLIT FROM ID 152881
80051156 BEAUFORT ID NO:310715528730
BRUNSWICK COUNTY(100),LELAND FIRE(125) CARD NO.1 of 1
Revel Year:2015 Tax Year:2017 L-2047 BLDG-15 PH-2 HAWKESWATER PL 87/36 1.000 LT SRC=Inspection
Appraised by 05 on 08/17/2016 201U HAWKESWATER @ THE RIVER TW-02 C)-00 FR-07 EX- AT- LAST ACTION 20160822
CONSTRUCTION DETAIL MARKET VALUE DEPRECIATION -
CORRELATION OF VALUE
Foundation-4
Standard 1 0.01000
Con Ftg/Crawl 5.00 Eff. BASE
Sub Floor System-2 USEMOD, Area OUAL RATE 1 RCN 1 EYE AYE CREDENCE TO MARKET
Slab On Grade 5.00 09 01 2,061 116 81.20 1167353120162016 %GOOD 99.00EPR.BUILDING VALUE-CARD 165,680
Extenor Walls-10
Aluminum/Vinyl Siding 30.00 TYPE:TOWNHOME(COMMON WALL) SFR CONSTRUCTION DEPR.OB/XF VALUE-CARD 2,100
Roofing Structure-03 MARKET LAND VALUE-CARD 30,000
Gable 7.00 STYLE:1-1.0 Story TOTAL MARKET VALUE-CARD 197,780
Roofing Cover-06
Arch Shingle 5.00
Interior Wall Construction-5 TOTAL APPRAISED VALUE-CARD 197,780
Drywall/Sheetrock 21.00 12' If l' TOTAL APPRAISED VALUE-PARCEL 197,780
Interior Floor Cover-14
C-air et 8.00 1¢' ESP 101 TOTAL PRESENT USE VALUE-PARCEL C
Interior Floor Cover-20
TOTAL VALUE DEFERRED-PARCEL C
Laminate 0.00 TOTAL TAXABLE VALUE-PARCELS 197,78C
Heating Fuel--04
Electric 1.00 uf' PRIOR
Heating Type-09 BUILDING VALUE C
Heat Pump Only 4.00 OBXF VALUE C
Air Conditioning Type-03 32' LAND VALUE C
Central 4.00 PRESENT USE VALUE C
Bedrooms/Bathrooms/Half- DEFERRED VALUE C
Bathrooms MS TOTAL VALUE C
3/3/0 15.000
Bed rooms 49'
BAS-2 FUS-1 LL-0
Bathrooms
BAS-2 FUS-1 LL-0 3' 3.
Half-Bathrooms PERMIT
BAS-0 FUS-0 LL-0 4, x`7. CODE I DATE I NOTE I NUMBER I AMOUNT
Office
BAS-OFUS-OLL-0 0 .5 7'
TOTAL POINT VALUE 1105.000 ROUT:WTRSHD:
BUILDING ADJUSTMENTS 3'
Market/Design 3 1.0200 1 7' SALES DATA
Quality 4 Above 1.1000 OFF. INDICATE
RECORD ATE DEED SALES
Average 26' 25' F6D FOP BOOKPAGE OIYR TYPE /U /I PRICE
Size size' Size 0.9800 03790 057 7 12016 SL' 0 I 'loom-
TOTAL ADJUSTMENT FACTOR 1.100 I 26' At' i' 2 0333413510 11112012 WD*I Q I V
TOTAL QUALITY INDEX 116
11. 6'
�, 20' HEATED AREA 1,806
Click on image to enlarge NOTES
SUBAREA UNIT ORIG% ANN DEP % OB/XF DEPR.
GS CODE DESCRIPTION COUNT LTHWTH UNITS PRICE COND BLDG#AYB EYB RATE OVR COND VALUE
TYPE AREA %RPL CS 22 ZONCRETE 0 0 60D 3.50 0 _ 20162016 53 100 2100
BAS 1,526100 123911, CAVING
FGD 451050 18351 TOTAL OB/XF VALUE 2,100
FOG 280085 19326
FOP 49030 1218
FSP 16Q035 4547
FIREPLACE 1-None 0
SUBAREA 2,466 167,353
TOTALS
BUILDING DIMENSIONS BAS=W12510W16N10W12532E3S2E7N2E3S5E755E7513 El 1N6E2N49Area:1526;FSP=S1OW16N 10E16Area:160;FGD=W20N25E352E7N2E355E7520Area:
:451;FOP=S7E7N7W7Area:49;FOG=525W12N20E1N5E4S5E3N5E4Area:280;TotalArea:2466 .
LAND INFORMATION
OTHER
ADJUSTMENTS
HIGHEST AND NOTES LAND TOTAL
AND BEST USE LOCAL FROM DEPTH/ LND COND RF AC LC TO ROAD UNIT LAND UNT TOTAL ADJUSTED LAND OVERRIDE LAND
USE CODE ZONING TAGE DEPTH SIZE MOD FACT OT TYPE PRICE UNITS TYP,ADJST UNIT PRICE VALUE VALUE NOTES
TOWNHOME 0340 R75 0 0 1.0000 0 1.0000 PS 30,000.00 1.000 LT ' 1.000 30,000.00 30000 0
TOTAL MARKET LAND DATA 30,000
TOTAL PRESENT USE DATA
http://tax.brunsco.net/itsnet/AppraisalCard.aspx?parcel=03 8NE011 &TaxYear=20 1 7 8/9/2017

1111111 1111111111 111 II III I11111 1 11111 BOOK:3790 PAGE:57 T%i5716
Pug
Brenda M.Uemmons.Brunswick County Register of Deeds E
Brenda M.Uemmons.Brunswick County Register of Deeds
07/18J201610'.01-52.000 NC REVENUE STAMP 1420.00
This instrument prepared by Joseph C.Hearne,II,a licensed North Carolina attorney.Delinquent taxes,if any,to be paid by the
closing attorney to the county tax collector upon disbursement of closing proceeds.
Return to:Joseph C.Hearne,lI
Excise Tax: $420.00 Parcel Identifier No.:038NE01I
The preparer is informed that the property conveyed does not include the primary residence of the Grantor.
Brief description for the index:
i Lot 2047,Building 15,Unit 3,Hawkeswater at the River,Phase II
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED,made this 14m day of July,2016,by and between
GRANTOR GRANTEE
D.R.HORTON,INC, ALLORA C.GRAHAM,unmarried
a Delaware corporation
Mailing Address: Property&Mailing Address: ,,
P.O.Box 1545 10146 Morecamble Boulevard SE,#3 !t
Mt.Pleasant,SC 29465 Leland,NC 28451
The designation Grantor and Grantee as used herein shall include said parties,their
heirs, successors, and assigns, and shall include singular,plural,masculine, feminine or
neuter as required by context.
WITNESSETH:
NOW,THEREFORE,Grantor,for a valuable consideration paid by the Grantee,the
receipt of which is hereby acknowledged,has and by these presents does grant,bargain,sell
and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated in
Brunswick County,North Carolina and more particularly described as follows:
Being all of Lot 2047,Building 15,Unit 3,Phase II,Hawkeswater at the
River,as the same is shown on the plat thereof,recorded in Map Book 87
at Pages 35-36 of the Brunswick County Registry,reference to which is
hereby made for a more particular description.
The property hereinabove described was acquired by Grantor by instrument recorded
in Book 3334 at Page 510.
Submitted electronically by J.C.Hearne,II in compliance with North Carolina statutes governing recordable
documents and the terms of the submitter agreement with the Brunswick County Register of Deeds.

II I II II 11111 II II1 I II II 1111111 I I II I III BOOK:3790 PAGE:58 07'�8 z016
Page 2 of
Blench nl.Clenmione enm SWIlk Comity Register of Deeds E
By acceptance of the deed, Grantee shall be a member of the Owners
Association, and shall abide by all rules and regulation of the Association
specifically including payment of all assessments when due. Failure to pay such
dues may result in liens being placed against the property and could result in
foreclosure.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereto belonging to the Grantee in fee simple.
AND the Grantor covenants with the Grantee,that Grantor has done nothing
to impair such title as Grantor received, and Grantor will warrant and defend the
title against the lawful claims of all persons claiming by,under or through Grantor,
except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following
exceptions:
1. Rights of way and easements of record,if any.
2. Zoning and/or subdivision ordinances and regulations,if any.
3. Restrictive covenants of record,if any.
4. Ad valorem taxes for 2016 and subsequent years.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if
corporate,has caused this instrument to be signed in its corporate name by its duly
authorized officer by authority of its Board of Directors, the day and year first
above written.
D.R.HORTON,INC.,
a Delaware corporation
(Seal)
By.Charlotte Palmer,Assistant Secretary
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I,Jaime Taylor,a Notary Public of the County and State aforesaid,certify that Charlotte
Palmer personally came before me this day and acknowledged that she is Assistant Secretary of
D.R.Horton,Inc.,a Delaware corporation and that by authority duly given and as the act of the
corporation,the foregoing instrument was signed in its name by
its Assistant Secretary.
Witness my hand and official stamp or seal, this 1) 'l day of
2016.
CtUM.L, (,
Notary Publ
My commission Expires: May 2,2019
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I = = HAWKESWATER AT THE RIVERPHASE 2 �+� N�1 fi7 MYRTLE BEACH,SC 29579
` '~-- ti TOWN CREEK TOWNSHIP NC License a:C-2N46
mm°m BRUNSWICK COUNTY,NC

riDD W C° 41
ROY COOPER.
€ Governor
MICHAEL S. REGAN
r Secretary
Energy,Mineral& TRACY DAVIS
Land Resources
Director
ENVIRONMENTAL QUALITY
August 10, 2017
D.R. Horton, Inc.
Attn: Mr. Michael C. Loiacono,Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 130412
Hawkswater at the River
Brunswick County
Dear Mr. Loiacono:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on June 15,2017. A preliminary in-depth review of that information
has determined that the application is not complete and that additional information is needed. To
continue the review,please provide the following additional information:
1. General: This project was originally permitted as permit number SW8 060354 in 2008 under
15A NCAC 02H .1000, effective September 1, 1995 (commonly referred to as the"1995 Rules").
In 2013,this permit was reissued to DR Horton,Inc. as SW8 130412 after the original permittee
was foreclosed on. The 2013 permit was re-permitted under the 1995 Rules as opposed to the
rules in effect at that time, 15A NCAC 02H .1000, effective October 1,2008 (commonly referred
to as the"2008 Rules".) The current proposal modifies two ponds,Phase 3 Pond 4 and Phase 3
Pond 6. The impervious area draining to both ponds has increased since the 2013 permit. The
rules currently in effect are 15A NCAC 02H .1000, effective January 1,2017(commonly referred
to as the"2017 Rules"). Per .1002(23)and .1042(1)(b)the redesign of the two ponds is a major
modification subject to the requirements of the 2017 Rule.
2. Average Depth [.1053(2)]: The average depth has been calculated using Equation 2 of the 2008
rules' manual. Since the permanent pool is at the top of the vegetated shelf and the pond is
designed per the 2017 rules, it appears that Equation 3 of the 2017 manual should be used. This
is likely a simple and quick mathematical exercise that won't impact the pond's design. But,
since this permit has spanned three versions of regulations,the permit needs to document that the
average depth has been designed per the 2017 rule rather than the 2008 rule. Please run Equation
3.
3. Project Area[.1042(2)(a)(iv)]: The project area on the application appears to cover only the two
drainage areas being modified as opposed to the entire project area that is covered by the permit's
ten ponds. Please list the entire project area on the application.
4. Pipe Inverts [.1042(2)(g)(vii)]: The storm drain structures are shown on the plan, but it appears
that the associated pipe schedule was not included. Please show the inverts of these features on
the plan set.
5. Deed Restrictions [.1003(7)]:
a. Phase 3A Section 2C: The notarized deed restrictions were submitted for this section.
However, it appears that Lot 3271 has been excluded. Please include this lot in the
restrictions.
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215

State Stormwater Permit No. SW8 130412
Page 2 of 2
b. Other Phases: The notarized deed restriction form for Phases 1 and 3 is missing from the
file. Please submit deed restrictions for the entire project. For sections that are already
sold or are for sale,please submit copies of the recorded deed restrictions per Section
II(17)of the current(as opposed to the notarized form).
6. Project Name: The permit has historically been titled"Hawkswater at the River". The current
application lists the title as "Hawkswater at the River,Phase 3A Section 2C". It is recommended
that you continue the historical title for the permit since it covers more than just Phase 3A Section
2C.
7. Pond Titles: There are ten (10)ponds covered by this permit;Phase 1 Ponds 1, 2, and 3 and
Phase 3,Ponds 1,2, 3,4, 5, 6, and 7. This application lists "Drainage Area 1"and"Drainage
Area 2" on the application and the respective Ponds are"Pond 4" and"Pond 6". Since the
currently-proposed plans will be combined with plans that were permitted in 2013, it is
recommended that you continue the historical pond numbering titles of"Phase 3 Pond 4" and
"Phase 3 Pond 6" in the application materials for consistency and clarification.
8. Full Permitted Plan Set: Please provide a list of plan sheet numbers of the currently-permitted set
to carry over and be re-permitted for this set so that there will be a full set for the project.
9. Upcoming Inspection: There appear to be areas of the project that have not been built per the
plan. For instance,the townhomes behind Belville Elementary are not permitted. Additionally,
there is a pond constructed inside the loop made by Keekle Lane that is not on the plans while the
pond permitted to be adjacent to Keekle Lane has not been constructed. The modification
currently being reviewed will focus only on the two ponds that were submitted with this
application. A future modification is likely.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements,narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
The requested information should be received in this Office prior to August 25,2017, or the application
will be returned as incomplete. If the project is returned and you wish to re-submit later,you will need to
resubmit all required items at that time, including the application fee.
If additional time is needed to submit the requested information please e-mail,mail, or fax your extension
request,prior to the original due date,to the Division using the contact information available in this letter.
The extension request must include a justification and a date of when the requested information will be
submitted to the Division. Please remember that extension requests delay the issuance of the final
permit. The Division is allowed 90 days from the receipt of a complete application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan,is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned application number on all correspondence. If you have any questions
concerning this matter,please feel free to call me at(910) 796-7215 or email me at
kelly.p.j [e-mail].
inc: ely.
-lly JoP son
E mental Engineer
GDS/kpj: 1\\Stormwater\Permits &Ptojects120131130412 HD 12017 08 addinfo 130412
cc: Mr.Aaron Beckner,PE, Paramounte Engineering, Inc.
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215

Casnier,Jo
From: Casmer,Jo
Sent: Thursday,June 15, 2017 3:47 PM
To: 'Anthony E Mills'; '[e-mail]'
Subject: Hawkeswater at the River, Stormwater Permit SW8 130412
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
accepted the Stormwater Permit Application and $505.00 fee on June 15, 2017. The project has been assigned to
Kelly Johnson and you will be notified if additional information is needed. Please be advised that no construction
activities may commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance &Customer Service
910 796-7336 office
910 350-2004 fax
jo.casmer ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
Nothing Comes.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

Completeness Review Checklist Sc..4.0-e_c2-c,‘'t
Project Name: //e,cokes& ) P(- 4.1 itc i,, Received Date: iw,,_ r
/
Project Location: p!�l�ya 4 Zc Accepted Date: ,I -' - / -7
Rule(s) 8 Coastal D1995 Coastal OPhase II (WiRO ) Universal 01988 Coastal
Type of Permit: New or od or PR Existing Permit#(Mod or PR): l3 )V Z nPE Cert on File?
Density:, HD .% or LD Type: Commercial or Residential ENCG:
%: n(o OK?) Stream Class: EISA Map ElOffsite to SW8
Subdivided?: Subdivision or Single Lot 71-10RW Map nExempt
Paperwork Emailed Engineer on:
upplement(s) (1 original per BMP) BMP Type(s):
EleteM with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original signatures Eied
▪Corp or LLC: Sig. Auth. per SoS or letter mail Address: Design Engineer
05 (within 6mo) Email Address:
//�� Owner
iElstrs"-Report�T t
Ocate-ulations(signed/sealed) c`
J ,....__G:, ‘,..ei .- , (c.,uk-k.
•
ElNo obvious errors ( � �`� >"
▪Density includes common areas, etc C' (�
Oared Restrictions, if subdivided: )cb ®5 ""
lined & Notarized 1 PGA. 0 bi
rrect Template (Comm/Res &Ll=iD+/LD) or Dec. .vc.:. .;;t:Is &llq IRQte ; 14 & 0 (16
Plans
[12 Sets Details (roads, cul-de-sacs,curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
icinity Map Layout(proposed BUA dimensions)
®Legend ODA Maps Project Boundaries
Infiltration Wet Pond Offsite
Soils Report Soils Report OPE Cert for Master Lot#:
SHWT: LISHWT: Deed Rest for Master OLot# Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Pr aosed:
BUA(sf) - - _-__��—_
I
1
DA(sf)
PP (el)
SHWT(el) r g
Depth (ft) `� I
SA (sf) I — ,
i
I

Scott, Georgette
From: Scott, Georgette
Sent: Monday, June 05, 2017 4:59 PM
To: 'Tim Clinkscales'
Cc: Aaron Beckner
Subject: RF: Hawkeswater at the River, SW8 130412
Tim,
Thank you. The document that you have forwarded to me that gives Mr. Loi.acono this authority is what I
needed to allow this review to continue.
It appears that DR Morton changes officers quite often. When I looked through this file, and this latest
application, nothing had ever been submitted for this particular permit showing that Mr. Loiacono was given
any authority to sign for the company.
Please let your clients know that when they send in modifications on one permit we do not automatically
change signing official names for all their permits. That means that we may ask for it if there is nothing in the
file or in that particular application that shows that authorization. Therefore they need to make sure that they
give you(their engineer) the latest info with their applications, that way I can get this into review faster.
This information is critical because we can not give a permit without the correct authorization from the
company. We have had problems with older permits in the past where someone requested a modification of a.
permit that was not authorized by the permit holder.
DR Horton can contact us directly, if they choose, and request that all their permi.t(s) be updated with the latest
point of contacts that they authorize to sign for them. We do not automatically change all their permits contacts
if they do not give us name and address updates for all their permits. Plus they should include any authorization
letters with the update form. The update form is available on our website at:
http://deq.nc.gov/about/division.s/energy-m ineral-land-resources/energy-mineral-land-rules/stormwater-
program/post-construction
I hope this helps for future submissions.
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax[phone]
Georgette.Scott(a�ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
''''Nothing Compares .�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law aHd may he disclosed to t!Ji dpatties.
1

t.
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Monday,June 05, 2017 4:16 PM
To:Scott, Georgette<[e-mail]>
Cc:Aaron Beckner<[e-mail]>
Subject: FW: Hawkeswater at the River, SW8 130412
Let me know if this suffices
Thanks
Tim
From:Anthony E Mills [mailto:[e-mail]]
Sent: Monday,June 05, 2017 4:15 PM
To:Tim Clinkscales<tclinkscalesWparamounte-eng.com>
Subject: RE: Hawkeswater at the River,SW8 130412
I don't know why they can't get this straight. It seems like I have to send this to them every time a submittal is made.
The attached shows where Michael Loiacono has been appointed to VP by Thomas Montano, VP as shown on the NC
Secretary of State.
Andy Mills, P.E.
Land Development Manager
Wilmington/Jacksonville
Suite r=?)7.
•
aemi Ilsedrhorton.com
tl!tHll]111A
Va 1RS
pace2016
This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to which they are addressed.This
communication may contain PRIVILEGED CLIENT COMMUNICATIONS. If you are not one of the intended recipients,any use,dissemination,forwarding,
printing,or copying of this e-mail is strictly prohibited. Please immediately destroy all copies of versions you have of this message and notify the sender at 910-
465-3167 or aemillsdrhorton.com in order that we can take steps to prevent any further inadvertent disclosure.
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Monday,June 5, 2017 12:41 PM
To:Anthony E Mills<[e-mail]>
Subject: FW: Hawkeswater at the River,SW8 130412
Andy
Let us know if we need to get Mike to sign such
Thanks
2

Tim
From:Scott, Georgette Imailto:[e-mail]]
Sent:Tuesday, May 23,2017 3:15 PM
To:Aaron Beckner<[e-mail]>
Subject: Hawkeswater at the River, SWB 130412
Aaron,
I just reviewed your application and noticed that the person signing for DR Horton is different from previous
applications. I checked the Secretary of State and Mr. Montano is listed as VP not Mr. Loiacono .
In order to accept this application I will need legal documentation or a letter from Donald Horton that Mr.
Loiacono can sign this application request for DR Horton, Inc.
Please let me know when you can get that information to me.
Thank you.
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office(910) 796 7215
Fax[phone]
Georgette.ScottCa�ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
''Nothing Compares
rL. ., a- .....(* •... �i�' _..:3:is °,ref +o /fir.
. ... .. .!J ..... ...... a..... . .
3

PRAJT
E N G I N E E R I N G ,
1 2 2 CINEMA DRIVE
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 )
LETTER OF TRANSMITTAL
To: NCDENR-Stormwater Date 05/16/17
127 Cardinal Drive Extension
Wilmington, NC 28405 Re: Hawkeswater Phase 3a-2c
SW8 130412 Modification
Attn: Project No. 12293.PE
'We are sending) El Originals ®Prints El Shop Drawings ® Calculations
The following items: ❑ Correspondence /1 Plans El Specifications ®Other as listed below
Quantity Date Dwg.No. Description
2 Design Plans (24x36)
1 Design Narrative
2 SWU-101 Application-Modification
2 Deed Restrictions
1 O&M
1 Supplement Wet Pond Forms(Pond#4&Pond#6)
1 Application Fee$505.00
Issue Status: ®For Approval El As Requested ❑ Construction ❑Bid
❑For Your Use El For Review and Comment El Approved as Noted El See Remarks
Action Taken: El No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
IRemarks4
Cc: Signed:
Aaron T. Beckner, PE;
MAY 16 2017
BY•

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ons g�����ic aunty, NC Register of Deeds page 1 ©f 5
Ica
Brenda M. CI"emmons Register of Deeds
11-09-•2012 13:46:41.000 Brunswick County, NC
This certifies that there are no delinquent ad NC REVENUE STAMP: $11200.00 t tt323521)
valorem taxes,fees,assessments or other
liens which the Brunswick County Tax *erl eel
Collector is charged with collecting,t '-.•fi; e a -T0�111 Son Rat: J�=.l
lien on: Parcel Number,jee / Ta '✓`1 _ 'pin. v ' _9. 1 f Ov Int
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as notated by the Brunswick County �I;) ---._.._..
Assessor's Office. This is not a certif► .")+ WOFF,Ck 'L ° - — �- j- . 7, Cash$
that the parcel number matches the d-� ' d Cas:, a, Finance
description. �s �� u-ser,44,■ •.r ions of cccument ars i;Ieg;iro due to condition
s'/A/� ,1y/f_* L - / c of original.
���� �w� ❑Document contains seals verified by original
Date (Asstl Tax Col./OA Tax Spec, 'Istnur; nt that malt he reproduced or copied.
Iv gtre re ex*:b:
NORTH CANNA SPECIAL W, tTY DEED
Excise Tax: $11,200.00 �
iC2%0
PZ('� 1-Parcel Identifier No.
l`_TJ ' r rNu, 1:1 w,A 0 the day of ,20_
By:
ing qZ,7
Mail/Box to:Grantee
This instrument was prepared by:M.Jay DeVane-y
Brief description for the Index:Hawkeswater+
THIS DEED made this + day of Novei2012,by and betwe n
GRANTORSri , ZY
WOFFICHIE GRANTEE
First Troy SPE, LLC l'J n ri u C9 ; rti` R. Horton,Inca a Delaware corporation
341 N. Main Street -.'t '1l ,ndo Iiiktilvd., Suite 200
Troy, NC 27371 Mount Pleasant, SC 29464
Enter in appropriate block for each Grantor and4Grantee: name,mailing address,and appropriate,character of entity,e.g.
corporation or partnership. ,
11
The designation Grantor and Grantee as used herein vs .'1 r', LA. a eir heirs,successors,and assigns, and shall include
z singular,plural,masculine,feminine or neuter . :,+ +1c�dnt L. ua®ppzczAa
WITNESSETH,that the Grantor,for a valuable •nsideration pa•6'' :it:-:..-- e receipt of which is hereby acknowledged,has and
by these presents does grant,bargain,sell and convey unto the Grantee in fee si' 41,,all that certain lot or parcel of land situated in the
City of ,Town Creek Township,Brunswick County,North Carolina and more particularly described as
follows:
See attached Exhibit A incorporated herein by reference.
The property hereinabove described was acquired by( s iii�''.ii� .� tin l - .rded in Book 3146,Page 832,Book 3190.Page 82,
Book 3214,Page 1151,Book 3270,Pages 920,.3.k, 0 I. 9 9. ollffiG 11 g14
All or a portion of the property herein vonveye. •__i�icludes u uCi,, �•
�d a the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 44 pages 74-75.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
NC Bar Association Form No.6©1/1/2010
Printed by Agreement with the NC Bar Association
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And the Grantor covenants with the Grantee,that Grantor has done nothing to i iIpair such title as Grantor received,and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by,under or through Grantor,other than the following
exceptions:
Easements,restrictions and rights of way of record,governmental regulations,and ad valorem taxes for the current year.
a
IN WITNESS WHEREOF,the Grantor has dulyex-,Y-i:,i the „tom gAlaynd
,, ��� year first above written.
First Troy SPE,LLC n ig O�?� C�rnrvl®l�IQ (SEAL)
("'1 `�,� l `ti��A /e Name:
By: \ 1� �W""
(SEAL)
Print/Type Name& itle:Jerry Kinlaw.Senior Vice President Print/Type Name:
State of ffliti ! Ihi.-Coun F ity of 1 P AM: ADM' /
I,th J igne Not Puu lic of the Cog for CI, �r •'1,: Z wand State aforesaid,certify that
personally appeared before me this day and
ackno�wt�_- ;a�' , -xecution of the fore o' g inst i the purpo:.:; l;r=:,«0 pi,,,ressed. Witness my hand and Notarial stamp
� • H, : � , lit ;2012. A-LO s,
k, (QAtrY\\Mhp.
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otary's Printed or Typed Name
o _u ., -Count ity of ..
WI ,iics
N a ed Notary Public of the Co ,of TI!Ir. State aforesaid,certify that Jerry Kinlaw
persona ore me this day and acknowled.-' i, `ice President of First Troy SPE,LLC,a North
Carolina limited liability company,and that b 1 Ij I., given and t Such entity,he signed the foregoing instrument
in its name on its behalf as its act and deed. . ess my han 411,1:,h,F:j-L m or seal,this day of November,2012.
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of -Count ���, ity of At II
I,the undersigned Notary Public of the Cou rrr i Cityof,n WWAR L and State aforesaid,certify that
Witness my hand and Notarial stamp or seal„Cis— 1e- nprnnorsrssrcnmrc ,2012.
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
n
C(g&b_.---;62 F Z
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NC Bar Association Form No.6©1/1/2010 24
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O I 1 I II I II 83 334 P 0 512 13:48:4000. _4.,..7q,,,,
VM©,,F Bt nty, NC Register orendads7. pCamm3nosf 5PROP ExI ��Q HIB [,
Tract 1(Lahti,3146/832):
Being all of Lot 169,Phase 1A,Hawkeswater at the River Subdivision,as shown on map of same recorded in Map Book 48 at
Pages 27-30 of the Brunswick County Regitft,reference to which it;her b tde for a more detailed description.
g C
Tract 2(Sexton/Mitcham,3190/82): O IF� NlMFATME
Being all of Lot 153,Phase IA,Hawkeswa t`the Riv-t-"''�grit.j s shown on map of same recorded in Map Book 48,
Pages 27-30 and Book 2870, Page 1381 of the Brunswick County -M reference to which is made for a more detailed
description.
Tract 3(Ratkovich/Gerard,3214/1151):
Being all of Lot 143,Phase 1 A,Hawkeswa `'ti ,. e River Subdivision, w on map of same recorded in Map Book 48 at
Pages 27-30 of the Brunswick County Registry, o- ��nce to " !, for a more detailed description.
Tract 4(Hawkeswater I.3270/930): O g OF �G OFFZCZ,1Q WozW
Being all of that land shown as Phase 1A, and being 37.27 acres, II�&r 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;
SAVE AND EXCEPT the following lots or s:Lots 4,5,7, 16, 17, 18 1' 2. 21,22,66, 125,126,136,139,140,143,144,
146, 147, 149, 153, 154, 156, 159, 162, 168 and' ' 'hase 1 gAi ••:°e River Subdivision,as shown on a map of
same recorded in Map Book 48 at Pages 27-30 o tii egister of Deeds.
Tract 5(Hawkeswater II,3270/935): O g oz;g, cPQ
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.
% GV •
Tract 6(Hawkeswater III,3270/939): ��,_ 1FgCglJ� •
Being all of that land shown as Phase 3A, ;n i. c,f.a8 acres, ditifaVirelali, on "Map for Hawkswater" by Cape Fear
Engineering,Inc.,bearing Project Number 4 0-i_and da giff% 1 = 006;said property also being shown on a"Boundary
Surveyand Phase Mapfor:Hawkeswater at the River"recorded in Boo�•liages 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 Village at Hawkeswater,Phase 3-A,Section 1,as shown on the plat recorded in
Map Book 56,Page 36 in the Brunswick CO('0. Register of Deeds.
112
Tract 7(Riverside,3270/926): %O O O g v
�7�; CIJNDFFECE1Q
Being all of that land shown as Phase 1B, bg 52,84 acid, and Phase 3B,being20.04 acres,more or les
s,on
"Map for Hawkswater"by Cape Fear Engineering,Inc.,bearing Proje
ber 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 Bar Association Form No.6 C)1/12010 (i -
Printed by Agreement with the NC Bar Association �q4 A
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v II 1111 I I II!III Brenda h. ciemmons PROP
1: �,},}c County, NC Register of Deeds page 4 of 5
Tract 8(Riverside H. 3270/920): LS� Q
Being the Powell 31 tract as&settled in dead book 128 page 97,Records of
Bnepswick County,North Carolina,and being more particularly described ss
follows:
a00�� te,
Beginning one point on the re .,.;r ., ! 3,said point being the
notthwest cornet-of _, . boost�12.8 page 97,
Records ofBnmscari +�M.� � F�NnFF�n,ra Vedas have a
N.C.Grid coordinate N=1�467.. v�!s"4. �• �r, 4 •MAD, 1983p
Proceed thence with the eastern right airway of N.C. 133(60 R.Public right of
way)S 17-34-31 E s distance of 527.188.to a point on said tight away, thence
with the southern line of the sforeedd rowel tract N 83-57-04 E a distance of
38Q.58f.to a point o woman big:water nark of nanrwick River,
thence with Arid high wit the fed, s! �"1�111'ri-d3-
43 E a truce of32.461L k+ � ,,` ar a 50&
of#7,
to a point. thaw N 5 , tj A"�'3. �
thence N 3501
10 W a e of y !iN�FFtcIrA14 a of 81.938.
to a point, thonde N _ -29.33 W e , , f ._. . r.+r Lap a point, tent S 4548.
41 W a&lance of 41:921t,to a point, thence.S 24-37 W a distance of 38.t 1 fl.
to a point, thence N 38-14-14 W s distance of 10.2511.to a paint, ire N 10-
42-'�E a diatom of 79.111.to a point. thews N 34-32-00 E a distance of
44-$4lt toe point, thence N 67-28-34 E.a distinct of 60.661t.to a point, thence
S 62-48.31 E a dish of 27.638.to a pow tbreace N 3" -56-S9 E a distance of
31.98&to a point, therlite4 1 17-36 W a dist • fi r to a point,
thence N 49-31-02 W a lieu ttf ,�'`.F.. S 17-33-15 W a
distance of36.12$t.to s > ,!* � 1 ,W a d8artence+of 29.938.to a
point, thence N 59 '- . `!�` w 42.91 �a� ,[L thence N 62-43.19 E
a distance of24.79ft. [mint. _vN49,r4" a dise of 8.0511.to a<
point, thence S 654042 W tdistance of 32.49 ' ire N 53-S1-02
W a distance of 18.22*.to a point, thence N 45-20-13 W*distance of 28.0211 to
a point. theme N 12-26.43 W a distance of 45.5911.to a point, thereto S 77-04.07
W a distance of 45.941 to a peilnt„ thence N 1642-S4 E a distance of 58.93ft. to
•point on said high water mark thence leaving said high wrrter mum with the
northern Inc of the athitttd Poked tact S 35 a "` a f 490.6dt to
the point of ,ha .,, arena �','M �`y• g to a survey by
Hanover Design Semites,P w► �•� , S'f'"�� and shown II5 Tract"C"on
deed S� LI e
epRa®ber 7 North • •�,� , � 1Mht�-/"1 DatgQ Services,PA
" molded in the of6oe of
as Register ofDeeds o[Brirwicic County in: -1���. 31 pip 1gg.
Subject to a 30 ft•in width utility easement molded in dead book 813 page 1003.
All bearing'and distances are relative m N.C.Grid N.A.D. 1913.
g VI u Morr a
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NC Bar Association Form No.6 1/1J2010 4
Printed by Agreement with the NC Bar Association
NPGBOI:1666536-1
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Brenda M. Clemmons PROP
6* B` �LJ f- I 1«,_ my,, NC Register of Deeds page 5 of 5
a--ziCyzje,
EXHIBIT B
Parcel Numbers
048CE072 eqoCii; 048CE067 bA - 048CE00102
048CE056 < k 04 . k� C 048CE00104
048CE046 04: ; i:° 048CE00105
048CE001 g gi 0'f.'.n r. UNOFFZMI
` �, ��GG'� 048CE00106
048CE002 048CE0 Ag. 048CE00107
048CE003 048CE074 048CE00108
048CE006 048CE075 048CE00109
048CE008 048CE076 048CE00110
048CE009 048CE077 048CE00111
048CE010 ,p 048CE: zX 038NB023
048CE011ri p038NB024
048CE012 U4Tr2Ir,(080 �G'IC�J(� = 038KA00106
048CE013 0et:I4.?©74
048CE014 048CE082
048CE015 048CE083
048CE023 048CE084
048CE024 048CE085
048CE025 048CE086048CE027 // ��n
048CE030 - b��`.e 04`�y���'�� � Li
048CE031 %;�►/6FF_a
048CE032 038N: :14(S'AQ
048CE033 038NB002
048CE034 038NB003
048CE035 038NB005
048CE036 6. 038NB007
048CE037 ��� 038NB0i � n
048CE038 '' e4. �.a, ( ��"
048CE040 n (j g '7 Nol l c�f®rr as
048CE041 l� 0 .VOW C Q
048CE044 038NB017
048CE045 038NB018
048CE048 038NB019
048CE051 038NB020
048CE053 4%.� 3 �038NB021 ��
048CE054 ,0
048CE055 -� ►,
048CE058 0f ; orOFFECSAL
048CE060 038 Cuz
048CE061 038KA00105
048CE063 048CA02001
048CE064 048CE001
048CE066 048CE00101
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ROY COOPER
Governor
` MICHAEL S. REGAN
Secretary
Energy,Mineral Q \
and Land Resources TRA C Y DAVIS
ENVIRONMENTAL QUALITY
Director
January 25,2017
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
AND
GENERAL PERMIT-NCG 010000
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
FOR
CONSTRUCTION ACTIVITIES
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7013 2630 0002 0760 7004
DR Horton, Inc.
A T T N: Anthony E. Mills
1121 Military Cutoff Road, Suite C322
Wilmington,NC 28405
RE: Project Name: HAWKESWATER LOTS Phase 3A Section 3
Project ID: BRUNS-2015-042
County: Brunswick
Compliance Deadlines: 14 days from receipt for SPCA violations
14 days from receipt by certified mail for
Construction Stormwater Permit NCG 010000
violations
Dear Mr. Mills:
On January 20,personnel of this office inspected a project located on NC Hwy 133,
Leland in Brunswick, County, North Carolina. This inspection was performed to
determine compliance with the North Carolina Sedimentation Pollution Control
Act (SPCA) of 1973 and General Permit - NCG 010000 to Discharge Stormwater -
Under The National Pollutant Discharge Elimination System for Construction
Activities(Construction Stormwater Permit NCG 010000).The inspection revealed
a land-disturbing activity of approximately ten (10) acres being conducted_

Notice of Violations
DR Horton, Inc.
January 25, 201
Page 2 of 6
It is our understanding that you and/or your firm are responsible for this land-
disturbing activity. The purpose of this letter is to inform you that this activity was
found to be in violation of the SPCA, G.S. 113A-50 to 66, Title 15A, North
Carolina Administrative Code (NCAC), Chapter 4 and Construction Stounwater
Permit NCG 010000. If you feel that you are not responsible for the following
violations,please notify this office immediately.
The violations of the SPCA that were found are:
1. Failure to conduct a land-disturbing activity in accordance with the
approved erosion and sedimentation control plan. G.S. 113A-57(5).
Approved plans do not reflect current site conditions.
2. Failure when a land-disturbing activity that will disturb more than one acre
is undertaken on a tract,to install sedimentation and erosion control devices
sufficient to retain the sediment generated by the land-disturbing activity
within the boundaries of the tract during construction upon and
- development of the tract. G.S. 113A-57(3). Measures insufficient to
retain sediment onsite
3. Failure to take all reasonable measures to protect all public and private
property from damage by such land-disturbing activities. 15A NCAC 4B
.0105. Measures not maintained throughout site
4. Failure to retain along a•lake or natural watercourse a buffer zone of
sufficient width to confine visible siltation by natural or artificial means
within the 25 percent of that portion of the buffer zone nearest the land-
disturbing• activity. G.S. 113A-57(1). Buffer zone insufficient along
wetlands •
5. Failure within 21 calendar days of completion of any phase of grading, to plant or
otherwise provide exposed graded slopes or fills with temporary or permanent
ground cover, devices, or structures sufficient to restrain erosion. G.S. 113A-
57(2). Ground stabilization not provided.
The violations of the Construction Stormwater Permit NCG
010000 that were found are:
1. Failure.to provide ground stablization, NCG 010000 Section II. B. 2)
Slopes steeper than 3:1 shall be provided temporary or permanent
stabilization within 7 calendar days from the last land-disturbing
activity.

•
Notice of Violations
DR Horton, Inc.
January 25, 2017 •
Page 3 of 6
a. Soil stabilization shall be achieved on any area of a site where land
disturbing activities have temporarily or permanently ceased according to
the following schedule:-
i. All perimeter dikes, swales, ditches,perimeter slopes and all slopes
steeper than 3 horizontal to .1 vertical (3: 1) shall be provided
temporary or permanent stabilization with ground cover as soon as
practicable but in any event within 7 calendar days from the last
land-disturbing activity.
ii. All other disturbed areas shall be provided temporary or permanent
stabilization with ground cover as soon as practicable but in any
event within 14 calendar days from the last land-disturbing activity.
b. Conditions - In meeting the stabilization requirements above,the following
conditions or exemptions shall apply:
i. Extensions of time may be approved by the permitting authority
based on weather or other site-specific conditions that make .
compliance impracticable.
ii. All slopes 50' in length or greater shall apply the ground cover
within 7 days except when the slope is flatter than 4: 1. Slopes less
than 50' shall apply ground cover within 14 days except when slopes
are steeper than 3: 1,the 7 day-requirement applies.
iii. Any sloped area flatter than 4: I shall be exempt from the 7-day
ground cover requirement.
iv. Slopes 10' or less in length shall be exempt from the 7-day ground
cover requirement except when the slope is steeper than 2: 1.
v. Although stabilization is usually specified as ground cover, other
methods, such as chemical stabilization,may be allowed on a case-
by-case basis.
vi. For portions of projects within the Sediment Control Commission-
defined "High Quality Water Zone" (15A NCAC 04A. 0105),
stabilization with ground cover shall be achieved as soon as
practicable but in any event on all areas of the site within 7 calendar
days from the last land disturbing act.
vii. Portions of a site that are lower in elevation than adjacent discharge
locations and are not expected to discharge during construction may
be exempt from the temporary ground cover requirements if
identified on the approved E&SC Plan"or added by the permitting
authority.

Notice of Violations
DR Horton, Inc.
January 25, 2017
Page 4 of 6
2. Failure to install and maintain BMPs and control measures, NCG 010000
Section III. 4). The peimittee must select, install, implement and maintain
best management practices (BMPs) and control measures that minimize
pollutants in the discharge to meet the requirements of this permit.
Control measures not maintained throughout site.
To correct these violations, you must:
1. Submit a revised sedimentation and erosion control plan for approval for the
following areas: Phase 1B
2. Install erosion and sedimentation control devices sufficient to retain sediment on
the tract. •
3. Take all reasonable measures to prevent sedimentation damage to adjacent property
such as the following: wetlands throughout site. •
4. Provide an adequate stream buffer zone of sufficient width to confine visible
sedimentation within the 25%of the buffer nearer the land disturbance using natural
or artificial means (minimum 25-foot width in Trout Waters) including the
following areas: along wetlands throughout site.
5. Slopes left exposed will, within 7 calendar days of completion of any phase of
grading, be planted or otherwise provided with temporary or permanent ground
cover, devices, or structures sufficient to restrain erosion.
6. Provide adequate temporary or permanent ground cover on areas where land-
disturbing activity has ceased in 7 or 14 days according to NCG 01000 permit
conditions at the following locations: slope along wetlands.
7. Maintain all sedimentation and erosion control measures as specified in the
approved plan and as required to prevent sedimentation damage including the
following: silt fence along wetlands and construction entrance.
SPCA Violations
The violations of the SPCA cited herein may be referred to the Director of the
Division of Energy, Mineral and Land Resources (Director) for appropriate
enforcement action, including civil penalty assessments for an initial one-day
violation and/or a continuing violation. The penalty for an initial one-day violation
of the SPCA may be assessed in an amount not to exceed $5,000.00. The Division
of Energy, Mineral and Land Resources is not required to provide a time period for
compliance before assessing an initial penalty for the violations of the SPCA cited
herein. Please be advised that a civil penalty may be assessed for the initial day of
violations of the SPCA regardless of whether the violations are corrected within the
time period set out below.
•
In addition, if the violations of the SPCA cited herein are not corrected within 14
calendar days of receipt of this Notice,this office may request that the Director take
appropriate legal action against you for continuing violations pursuant to NCGS

Notice of Violations
DR Horton, Inc.
January 25, 2017
Page 5 of 6
113A-6L1 and 113A-64. A penalty may be assessed from the date of the violation
of the SPCA, pursuant to NCGS 113A-64(a)(1), and for each day of a continuing
violation of the SPCA in an amount not to exceed S5,000.00 per day.
Construction Stormwater Permit NCG 010000 Violations
The violations of the Construction Stormwater Permit NCG 010000 cited herein
may be referred to the Director of the Division of Energy; Mineral and Land
Resources (Director) for appropriate enforcement action, including civil penalty
assessments for a continuing violation. This Notice serves as a letter of proposed
civil penalty assessment. You have (up to 20) calendar days from receipt of this
Notice by certified mail to cease the violations listed above,and to submit in writing
reasons why the civil penalty should not be assessed.
Accordingly,you are directed to respond to this letter in writing within 14 calendar
days of receipt of this Notice by certified mail. Your response should be sent to
this regional office at the letterhead address and include the following:
1. The date by which the corrective actions listed above have been or will be
completed.
2. Rainfall data and self-inspection or self-monitoring records from August
31, 2016 to present
3. A plan of action to prevent future violations.
4. A plan for restoration of sedimentation damage.
5. Reasons why a civil penalty should not be assessed.
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject
to a civil penalty assessment of up to a maximum of$25,000.00 per day for each
violation. Your above-mentioned response to this correspondence, the degree and
extent of harm to the environment and the duration and gravity of the violation(s)
will be considered in any civil penalty assessment process that may occur.
Please be advised that any new land-disturbing activity associated with this project
should not begin until the area presently disturbed is brought into compliance with
the SPCA and Construction Stormwater Permit NCG 010000. When corrective
actions are complete, you should notify this office so that work can be inspected.
You should not assume that the project is in compliance with the SPCA and
Construction Stormwater Permit NCG 010000 until we have notified you. After
installation, all erosion control measures must be maintained in proper working
order until the site is completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement
action. At the same time, it is your responsibility to understand and comply with
the requirements of the SPCA and Construction Stormwater Permit NCG 010000.

Notice of Violations
DR Horton, Inc.
lanuary25, 2017
Page 6 of 6
Copies of the relevant statute and administrative rules may be examined at this
office or will be sent to you upon request. Should you have questions concerning
this notice or the requirements of the SPCA and Construction Stormwater Permit
NCG 010000 please contact either <report by> or me at your earliest convenience.
Sincerely,
Daniel Sams, P.E.
Land Quality Section
Enclosures: Sedimentation Inspection Report
Construction Stormwater Peiuiit NCG 010000
Financial Responsibility Form (if cited for no plan)
Erosion Control Plan Checklist (if cited for no plan)
cc: State Sedimentation Specialist
Regional Water Quality Supervisor
Chad Coburn, Senior Environmental Specialist—Water Quality

SE MIEN `.'s LION/C'oNSTR "CTIO ` "TORMWATER INSPECTION RartIRT
North Carolina Department of Environmental Quality
Land Quality.Section: 127 Cardinal Dr Extension Wilmington, NC 28405, Phone: [phone]
COUNTY: Brunswick • PROJECT: HAWKESWATER LOTS Phase 3A Section 3 RIVER BASIN: CAPE FEAR
PERSON FINANCIALLY RESPONSIBLE: Mr.Anthony Mills,.Dr. Horton, Inc. PROJECT# BRUNS-2015-042
ADDRESS: 1121 MILITARY CUTOFF RD SUITE C322 WILMINGTON NC 28405 CASE#
1. PROJECT LOCATION: NC Hwy 133 Hwy. Leland NC
Pictures: Video: Digital:
2. Weather and Soil Conditions: SUNNY AND WORKABLE First Inspection:NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A..and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
e. Insufficient measures to retain sediment on site-G.S. 113A-57(3)
f. Failure to take all reasonable measures- 15A N.C.A.C. 4B.0105
g. Inadequate buffer zone, G.S. 113A-57(1) -G.S. 113A-57(1)
i. Unprotected exposed slopes-G.S. 113A-57(2)
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
n. Failure to provide ground stabilization NCG 010000 Section II. B. (2)
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: YES Lake/natural watercourse off the tract: YES Other Property:
Description:
Degree of Damage: 3) SEVERE
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: JAN 24, 2017
9. Corrective Actions Needed:
Submit a revised sedimentation and erosion control plan for approval for the following areas: Phase 1 B
Install erosion and sediment control devices sufficient to retain sediment on the tract.
Take all reasonable measures to prevent sedimentation damage to adjacent property such as the following: wetlands
throughout site
Provide an adequate stream buffer zone of sufficient width to confine visible sedimentation within the 25 %of the buffer
nearer the land disturbance using natural or artificial means(minimum 25-foot width in Trout Waters) including the
following areas: along wetlands
Slopes left exposed will,within 7 calendar days of completion of any phase of grading, be planted or otherwise provided
with temporary or permanent ground cover, devices, or structures sufficient to restrain erosion.
Provide adequate temporary or permanent ground cover on areas where land-disturbing activity has ceased in 7 or 14
days_according_to NCG_ 010000 permit conditions at the following locations: slopes along wetlands ______ __
Maintain all sedimentation and erosion control measures as specified in the approved plan and as required to preventp
sedimentation damage including the following: silt fence along wetlands and construction entrance
Report By: Creighton Brown Others Present:
Date of Inspection: JAN 20, 2017 Time Arriving on Site: 2:00 PM Time Leaving Site: 3:15 PM
cc;
Revision Date 10/16/2015 Page 1 of 2