SW8130412_Historical File_20200831

ROY COOPER i lir$?; ';
Governor `� . -�
B.
MICHAEL S.REGAN
Secretary
" Qum*.,, ".
BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
August 31,2020
D.R.Horton,Inc.
Attn:Mr.Michael C.Loiacono,Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: Permit Correction
Stormwater Permit No. SW8 130412
Hawkeswater at the River
Brunswick County
Dear Mr.Loiacono:
The Wilmington Regional Office issued the subject project a permit on October 7,2019 and recently discovered it
contained an error. This permit correction is to coisect the certifications needed for Ponds 4 and 6,which are
subject to 15A NCAC 02H.1000, effective January 1,2017. (The other ponds are subject to earlier versions of
the rules as shown in Attachment B.) Please replace the certification pages of the previous permit with the
enclosed corrected pages. The specifics are summarized in Section II(10). This corrected permit does not
impose new or different terms; it merely restates some of the previous terms to provide you with a better
understanding of your obligations under the permit. Please replace the previously issued permit with the enclosed
corrected permit.
This project is subject to the conditions and limitations as specified in the corrected permit. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance of the SCMs(s),
recordation of deed restrictions, certification of the project,procedures for changes of ownership,transferring the
permit,and renewing the permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system,to record deed restrictions,to transfer the permit,or to renew the permit,will
result in future compliance problems.
If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The
written petition must conform to Chapter 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.
. ..DE . North Carolina Department of Environmental Quality i Division of Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension ? Wilmington North Carolina 28405
NORTH(WOW
°ipiAeidallind. bdour 910.796.7215

State Stormwater Permit No. SW8 130412
Page 2 of 2
If you have any questions,need additional copies of the permit or approved plans,please contact Kelly Johnson
with DEMLR in the Wilmington Regional Office at(910)796-7215.
Sincerely, �.
•
Brian Wrenn,Direct r
Division of Energy, Mineral and Land Resources
DES/kpj:111Stormwater\Permits&Projects120 1 311 3 04 1 2 HD12020 08 permit 130412
cc: Tim Clinkscales,PE Paramounte Engineering,
Inspector Brunswick County Building Inspections
Brunswick County En ineerin
Wilmington Regional Office Stormwater File
Enclosures: Attachment A—Certification Forms
Attachment B—Built-Upon Area Allocation
Attachment 1—Permitting History

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, as specified in Attachment B. 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.
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 20

State Stormwater Management Systems
Permit No. SW8 130412
4. The tract will be limited to the maximum square footage documented in Attachment B.
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 20

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. Project Certification:
a. Phase III, Pond 4 & Pond 6, (2017 Rules): Upon completion of the project, the
permittee shall determine if the project is in compliance with the approved plans
and take the necessary following actions:
i. If the permittee determines that the project is in compliance with the
approved plans, then within 45 days of completion, the permittee shall
submit to the Division one hard copy and one electronic copy of the
following:
1. The completed and signed Designer's Certification provided in
Attachment A noting any deviations from the approved plans and
specifications. Deviations may require approval from the Division;
2. A copy of the recorded operation and maintenance agreement;
3. Unless already provided, a copy of the recorded deed restrictions
and protective covenants; and
4. A copy of the recorded plat delineating the public rights-of-way,
dedicated common areas and/or permanent recorded easements,
when applicable.
ii. If the permittee determines that the project is not in compliance with the
approved plans, the permittee shall submit an application to modify the
permit within 30 days of completion of the project or provide a plan of
action, with a timeline, to bring the site into compliance.
b. All Other Ponds (Rules per Attachment B): Upon completion of construction,
prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
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.
Page 5 of 20

State Stormwater Management Systems
Permit No. SW8 130412
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.
f. The maximum built-upon area per lot is as shown in Attachment C. 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 has the same meaning as G.S. 143-
214.7, as amended.
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.
Page 6 of 20

State Stormwater Management Systems
Permit No. SW8 130412
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.
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.
Page 7 of 20

State Stormwater Management Systems
Permit No. SW8 130412
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.
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 corrected and reissued this the 31st day of August 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, i or ----'
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 8 of 20

State Stormwater Management Systems
Permit No. SW8 130412
Attachment A— Designer's Certifications
Page 9 of 20

State Stormwater Management Systems
Permit No. SW8 130412
Hawkeswater at the River Page 1 of 2
Stormwater Permit No. SW8 130412
Brunswick County
Designers Certification: Phase I (Ponds I, 2, 3) and Phase 3 (Ponds I, 2, 3, 5, 7)
, 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 20

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 20

State Stormwater Management Systems
Permit No. SW8 130412
Hawkeswater at the River
Stormwater Permit No. SW8 130412
Brunswick County
Phase 3 (Ponds 4, 6)
AS-BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my
signature below, that the project meets the below listed Final Submittal Requirements found in
NCAC 02H.1042(4) and the terms, conditions and provisions listed in the permit documents,
plans and specifications on file with or provided to the Division.
❑ Check here if this is a partial certification. Section/phase/SCM
#?
❑ Check here if this is part of a Fast Track As-built Package Submittal.
Printed Name Signature
I, ,a Notary Public in the State of
County of ,do hereby certify that
personally appeared before me this day of ,20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires
Perrffiittee's Certification NCAC .1042(4) CompletedN/A
Provided
A. DEED RESTRICTIONS/BUA RECORDS
1. The deed restrictions and protective covenants have been recorded Y or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
permit conditions.
2. A copy of the recorded deed restrictions and protective covenants has y or N
been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note Y or N
1)
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection,maintenance and repair. Y or N
2. The access is a minimum of 10 feet wide. Y or N
3. The access extends to the nearest public right-of-way. Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection/conveyance y or N
system are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N
Page 12 of 20

State Stormwater Management Systems
Permit No. SW8 130412
D. 117441GLE FAMILY RESID7"N AL LOTS-Plats for residential lots Y or N
thE have as SCM incluec the follow":
1. The specific location of the SCM on the lot. Y or N
2. A typical detail for the SCM. Y or N
3. A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in y or N
NCGS 143 Article 21 if the SCM is removed,relocated or altered
without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT Y or N
1. The O&M Agreement is referenced on the final recorded plat. Y or N
2. The O&M Agreement is recorded with the Register of Deeds and y or N
appears in the chain of title.
F. OPTION AND MAINTENANCE PLAN—maintenance records
are being kept in a known set location for each SCM and are available for Y or N
review.
G. DESIGNER'S CERTIFICATION FORM—has been provided to the Y or N
Division.
Note 1-Acceptable records include ARC approvals,as-built surveys,and county tax records.
Provide an explanation for every requirement that was not met, and for every"N/A"below.
Attach additional sheets as needed.
Page 13 of 20

State Stormwater Management Systems
Permit No. SW8 130412
Hawkeswater at the River
Stormwater Permit No. SW8 130412
Brunswick County
Phase 3 (Ponds 4, 6)
AS-BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below,that
I have observed the construction of the project named above to the best of my abilities with all
due care and diligence, and that the project meets the below listed General MDC found in NCAC
02H.1050 in accordance with the permit documents,plans and specifications on file with or
provided to the Division, except as noted on the"AS-BUILT"drawings, such that the intent of
the stormwater rules and statutes has been preserved.
❑ Check here if this is a partial certification. Section/phase/SCM
#?
_ Check here if this is a part of a Fast-Track As-Built Package Submittal per .1044(3).
_ Check here if the designer did not observe the construction,but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
Name Signature
NC Registration
Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as-built value differs from the Plan. If N is circled,provide an explanation on
Page 2.
OO N/E=not evaluated(provide explanation on page 2) ON/A=not applicable to this SCM or
project.
Consultant's Certification NCAC .1003((3)&General MDC p -built N/ t )NIA
.1050 E
A. TREATMENT REQUIREMENTS
1. The SCM achieves runoff treatment. Y or N
2. The SCM achieves runoff volume match. Y or N
3. Runoff from offsite areas and/or existing BUA is Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed Y or N
into the permitted SCM and is accounted for at the full
build-out potential. -
5. The project controls runoff through an offsite permitted Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design Y or N
criteria.
Page 14 of 20

State Stormwater Management Systems
Permit No. SW8 130412
B. VEGETATED SETBACKS/BUA
1. The width of the vegetated setback has been measured Y or N
from the normal pool of impounded waters,the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams.
2. The vegetated setback is maintained in grass or other Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 Y or N
(b2)(2) is located in the setback.
4. BUA that does not meet the requirements of NCGS 143- Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water-dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
(DAs-built ON/A
C. STORMWATER OUTLETS—the outlet handles the peak Y or N
flow from the 10 year storm with no downslope erosion.
D. VARIATIONS
1. A variation(alternative) from the stormwater rule y or N
provisions has been implemented.
2. The variation provides equal or better stormwater control y or N
and eqqual or better protection of surface waters.
E. COMPLIANCE WITH OTHER REGULATORY Y or N
PROGRAMS has been met.
F. SIZING-the volume of the SCM takes the runoff from all
surfaces into accxwnt and is sufficient to hhdle the required Y or N
worm •
G. CONTAMINATED SOILS-infiltrating SCM's are not Y or N
located in or on areas with contaminated soils..
R. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1 V. Y or N
2. Side slopes include retaining walls, gabion walls, or Y or N
other surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide Y or N
supporting documents for soils and vegetation).
I. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM. Y or N
2. The outlet does not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10 year
storm.
J. EXCESS FLOWS—An overflow/bypass has been Y or N
provided.
K. DEWATERING—A method to drawdown standing water y or N
has been provided to facilitate maintenance and ' ectiz.
L. CLEANOUT AFTER CONSTRUCTION—the SCM has y or N
been cleaned out and converted to its approved design ate.
Page 15 of 20

State Stormwater Management Systems
Permit No. SW8 130412
M.MAINTENANCE ACCF S$.
1. The SCM is accessible for maintenance and repair. Y or N
2. The access does not include lateral or incline slopes>3:1. Y or N
N. DESIGNER QUA LFIC TI S(FAST-Tj4
PERM)— desigtzr is lc cmder Chapters 89A, Y or N
89C, S9E,or 69F of.the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked"N/A" or
"N/E",below. Attach additional pages as needed:
Page 16 of 20

= State Stormwater Management Systems
Permit No. SW8 130412
Hawkeswater at the River
Stormwater Permit No. SW8 130412
Brunswick County
Phase 3 (Ponds 4, 6)
AS-BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that
I have observed the construction of the project named above to the best of my abilities with all
due care and diligence, and that the project meets all of the MDC found in NCAC 02H.1053, in
accordance with the permit documents,plans and specifications on file with or provided to the
Division, except as noted on the "AS-BUILT"drawings, such that the intent of the stormwater
rules and the general statutes has been preserved.
VI? Check here if this is a partial certification. Section/phase/SCM
_ Check here if this is part of a Fast-Track As-Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction,but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as-built value differs from the Plan/permit. If N is circled, provide an
explanation on page 2
zON/E=not evaluated (provide explanation on page 2) OO N/A=not applicable to this project or
SCM.
This Certification must be completed in conjunction with the General MDC certification under
NCAC 02H.1050
Consultant's Certification(MDC.1053) (I)As-built (2)N/E eN/A
A. Forebay/Depths I Fountain
1. The available Sediment storage is consistent with the y or N
approved plan and is a minimum of 6 in.
2. Water flow over the forebay berm into the main pond y or N
occurs at a non-erosive velocity.
3. The provided Forebay Volume is 15%-20% of the main y or N
pool volume.
4. The Forebay entrance elevation is deeper than the exit y or N
elevation into the pond.
5. The Average Design Depth of the main pond below the
permanent pool elevation is consistent with the permitted Y or N
value?
6. Fountain documentation is provided. Y or N
Page 17 of 20

State Stormwater Management Systems
Permit No. SW8 130412
B. Sim sles/Banks/Vegetated Shelf
1. The width of the Vegetated Shelf is consistent with the Y or N
approved plans and is a minimum of 6 feet.
2. The slope of the Vegetated Shelf is consistent with the Y or N
approved plans and is no steeper than 6:1.
C. As-butit Maim Pow I Areas/Vo /Elevations
1. The permanent pool surface area provided is consistent y or N
with the permitted value.
2. The Temporary Pool Volume provided is consistent with y or N
the permitted value.
3. The permanent pool elevation is consistent with the Y or N
permitted value.
4. The temporary pool elevation is consistent with the y or N
permitted value.
(Ms-built ' )N/E ®N/A
D, Inlets/O$tkt/Drawdewa
1. The design volume draws down in 2-5 days. Y or N
2. The size of the Orifice is consistent with the permitted y or N
value.
3. A trash rack is provided on the outlet structure. Y or N
4. Hydrologic impacts to the receiving channel are minimized Y or N
from the 1 yr 24 hr storm discharge?
5. The inlets and the outlet location are situated per the y or N
approved plan and avoid short-circuiting.
E. Vegetation
1. The vegetated shelf has been planted with a minimum of 3 Y or N
diverse species.
2. The vegetated shelf plant density is consistent with the
approved plans and is no less than 50 plants per 200 sf or Y or N
no less than 24 inches on center.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or
"N/E"below. Attach additional pages as needed:
Page 18 of 20

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SW8 140412-HawkswaterAttachment C-10/7/19(Repermitted 8/31/2020 without changes)
Pond Phase Lot BUA/Lot BK/PG
Phi/Pond 1 Part of PhlA 1 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 2 4,500 662745/P0986
Ph1/Pond 1 Part of PhiA 3 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 4 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 5 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 132 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 133 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 134 4,500 662745/P0986
Ph1/Pond 1 Part of PhlA 135 4,500 582745/P0986
Phi/Pond 1 Part of Ph1A 136 4,500 6132745/P0986
Ph1/Pond 1 Part of PhlA 137 4,500 682745/P0986
Ph1/Pond 1 Part of PhlA 138 4,500 662745/P0986
Phi/Pond 1 Part of PhlA 139 4,500 6132745/P0986
Phi/Pond 1 Part of PhiA 140 4,500 6132745/P0986
Phi/Pond 1 Part of Ph1A 141 4,500 6132745/P0986
Ph1/Pond 1 Part of PhiA 142 4,500 662745/P0986
Phl/Pond 1 Part of Ph1A 143 4,500 682745/P0986
Phi/Pond 1 Part of PhIA 144 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 145 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 146 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 147 4,500 682745/P0986
Phi/Pond 1 Part of PhiA 148 4,500 662745/P0986
Phl/Pond 1 Part of Ph1A 149 4,500 662745/P0986
Phl/Pond 1 Part of PhiA 150 4,500 662745/P0986
Phi/Pond 1 Part of PhiA 151 4,500 682745/P0986
Phl/Pond 1 Part of PhIA 152 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 153 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 154 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 156 4,500 662745/P0986
Phi/Pond 1 Part of Ph1A 157 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 158 4,500 662745/P0986
Phi/Pond 1 Part of PhiA 159 4,500 682745/P0986
Phi/Pond 1 Part of PhiA 160 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 161 4,500 6132745/P0986
Phi/Pond 1 Part of Ph1A 162 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 163 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 164 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 165 4,500 662745/P0986
Phi/Pond 1 Part of PhiA 166 4,500 6B2745/P0986
Phl/Pond 1 Part of PhIA 167 4,500 6132745/P0986
Ph1/Pond 1 Part of PhlA 168 4,500 682745/P09136
Phi/Pond 1 Part of Ph1A 169 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 170 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 171 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 172 4,500 662745/P0986
Phi/Pond 1 Part of PhiA 173 4,500 662745/P0986
Phi/Pond 1 Part of PhlA 174 4,500 662745/P0986
Ph1/Pond 1 Part of Ph1A 175 4,500 6132745/P0986
Phi/Pond 1 Part of PhlA 176 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 177 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 178 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 179 4,500 662745/P0986
Phi/Pond 1 Part of Ph1A 180 4,500 6132745/P0986
Phi/Pond 1 Part of Ph1A 181 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 182 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 183 4,500 662745/P0986
Ph1/Pond 1 Part of Ph1A 184 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 185 4,500 6132745/P0986
Phl/Pond 1 Part of PhiA 186 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 8 4,500 682745/P0986
Phi/Pond 2 Part of PhiA 9 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 10 4,500 6132745/P0986
Phl/Pond 2 Part of PhiA 11 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 12 4,500 682745/P0986
Phi/Pond 2 Part of Ph1A 13 4,500 682745/P0986
Phi/Pond 2 Part of PhlA 14 4,500 682745/P0956
Phi/Pond 2 Part of Ph1A 15 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 16 4,500 6132745/P0986
Phi/Pond 2 Part of Ph1A 17 4,500 662745/P0986
Phi/Pond 2 Part of PhiA 18 4,500 6132745/P0986
Phi/Pond 2 Part of Ph1A 19 4,500 682745/P0986
Phi/Pond 2 Part of PhiA 20 4,500 6132745/P0986
Ph1/Pond 2 Part of Ph1A 21 4,500 6132745/P0986
Ph1/Pond 2 Part of PhiA 22 4,500 682745/P0986
Phi/Pond 2 Part of Ph1A 23 4,500 662745/P0986
Phl/Pond 2 Part of Ph1A 64 4,500 6132745/P0986
Phi/Pond 2 Part of Ph1A 65 4,500 662745/P0986
Phl/Pond 2 Part of PhiA 66 4,500 662745/P0986
Phi/Pond 2 Part of Ph1A 124 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 125 4,500 6132745/P0986
Phl/Pond 2 Part of Ph1A 126 4,500 6132745/P0986
Phl/Pond 2 Part of PhiA 127 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 128 4,500 6132745/P09136 yl
Ph1/Pond 2 Part of PhiA 129 4,500 662745/P0986
Page 1 of 5

SW8 140412-HawkswaterAttachment C-10/7/19(Repermitted 8/31/2020 without changes)
Pond Lot# BUA/Lot BK/PG
Phi/Pond 3 Ph 1B/1C 1 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 2 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph i13/1C 3 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 4 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 5 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 6 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph i13/1C 7 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 8 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 9 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 113/1C 10 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 11 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 12 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 13 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 14 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 18/1C 15 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 16 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 17 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 18 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 19 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 20 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 21 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 22 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 23 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 18/1C 24 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 113/1C 25 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 26 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 113/1C 27 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 28 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 29 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph i13/1C 30 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 31 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 32 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/iC 33 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 18/1C 34 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 35 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 36 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 37 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 18/1C 38 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 16/1C 39 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 40 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 41 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 42 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 43 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 44 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 45 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 13/1C 46 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 47 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/iC 48 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 49 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 50 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 51 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 113/1C 52 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 53 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 54 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 55 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 56 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 57 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 58 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 59 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 60 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 61 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 113/1C 62 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 63 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 18/1C 64 3,844 Deed Restrictions Form Submitted _
Phl/Pond 3 Ph 113/iC 65 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 113/1C 66 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 67 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 68 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 69 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 70 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 71 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 10/1C 72 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 113/1C 73 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 18/1C 74 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 18/1C 75 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 76 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 16/1C 77 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 18/1C 78 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 79 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph lB/1C 80 3,844 Deed Restrictions Form Submitted
Page 2 of 5

SW8 140412-HawkswaterAttachment C-10/7/19(Repermitted 3/31/2020 without changes)
Pond Phase Lot# BUA/Lot BK/PG
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 1 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 2 4,500 6B2745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 147 4,500 682745/P0986
Ph3/Pand 1 Phase 3A Section 1&Part of Phase 3A Section 2A 148 4,500 6B2745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 149 4,500 682745/P0986
Ph3/Pand 1 Phase 3A Section 1&Part of Phase 3A Section 2A 150 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 151 4,500 582745/P0986
Ph3/Pand 1 Phase 3A Section 1&Part of Phase 3A Section 2A 152 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 153 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 154 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 155 4,500 582745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3201 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3202 4,500 6B2745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3203 4,500 682745/P09136 _
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3204 4,500 632745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3205 4,500 6132745/P09B6
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3206 4,500 6132745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3207 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3218 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3219 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3220 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3221 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 28 and Phase 2(Townhomas) 3208 4,500 6B2745/P0986
Ph3/Pond 2 Pert of Phase 3A Suction 2A,Part of Phase 3A Section 28 and Phase 2 ITownhomes) 3209 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 28 and Phase 2 ITownhomesl 3210 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Semen 2A.Part of Phase 3A Section 2E1 and Phase 2 ITownhomes) 3211 4,500 6B2745/P0986
Ph3/Pond 2 Part of Phase 3A Semen 2A,Part of Phase 3A Section 28 and Phase 2(Townhomes) 3212 4,500 6B2745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 2a and Phase 2(Townhonws) 3213 4,500 682745/P0986
Ph3/Pond 2 Pert of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phase 2(Townhmws) 3214 4,500 6B2745/P0986
Ph3/Pond 2 Part of Phase 3A Sadists 2A,Part of Phase 3A Section 28 and Phase 2(Townhomes) 3215 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Port of Phase 3A Section 28 and Phase 2(Townhomes) 3216 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 23 and Phase 2(Townhomas) 3222 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Sedim 2A,Part of Phase 3A Section 28 and Phase 2(Townhomes) 3223 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 28 and Phase 2(Townhones) 3224 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Pert of Phase 3A Section 28 and Phase 2(Townhomes) 3225 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A section 2A,Pert of Phew 3A Section 2B and Phase 2(Townhomas) 3226 4,500 682745/P0986
Ph3/Pond 2 Pert of Phase 3A Section 2A,Part of Plese 3A Sean 213 and Phase 2(Townhomes) 3227 4,500 6B2745/P0986
Ph3/Pond 2 Part of Phase 3A Semen 2A,Pat of Phase 3A Section 2B and Phase 2 lTownhomesl 3228 4,500 682745/P0986
Ph3/Pond 2 Part of Photo 3A Section 2A,Part of Phase 3A Section 2B and Phase 2 ITownhomes) 3229 4,500 632745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phan 2 ITownhomas) 3230 4,500 6132745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 28 and Phase 2(Townhonas) 3256 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 28 and Phase 2(Townhomes) 3257 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phase 2(Townhomes) 3258 4,5006132745/P0986
Ph3/Pond 2 Pert of Phase 3A Section 2A,Part of Phase 3A Section 28 and Phase 2(Townhomas) 3259 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A section 2A,Part of Phase 3A Section 28 and Phase 2(Townhomes) 3260 4,500 682745/P0986
Ph3/Pond 4 3A-Section 2C 3273 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3274 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3275 4,500 DR Form submitted,Recorded TBD _
Ph3/Pond 4 3A-Section 2C 3276 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3277 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3278 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3279 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3280 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3281 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3282 3,758 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3283 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 SA-Section 2C 3283 1,884 DR Form submitted,Recorded TBD
(Total: 3,768sf,half lot to Ph3/Pond4,half lot to Ph3/Pond 6)
Ph3/Pond 4 3A-Section 2C 3303 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3304 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3305 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3306 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3307 3,768 DR Form submitted,Recorded TED
Ph3/Pond 4 3A-Section 2C 3308 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3309 3,768 DR Farm submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3310 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3311 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3312 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3313 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C _ 3314 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3315 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3316 4,500 DR Form submitted,Recorded TBD
Page 3af5

SW8 140412-HawkswaterAttachment C-10/7/19(Repermitted 8/31/2020 without changes)
Pond Phase Lot# BUA/Lot BK/PG
Ph3/Pond 4 3A-Section 2C 3317 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-5ection 2C 3328 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3328 1,884 DR Form submitted,Recorded TBD
(Total:3,768sf,half lot to Ph3/Pand4,half lot to Ph3/Pond 6)
Ph3/Pond 4 3A-Section 2C 3329 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3330 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3331, 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3332 3,768 DR Form submitted,Recorded TBD
Page 4 of 5

. ,i
SWB 140412-HawkswaterAttachment C-10/7/19(Repermitted 8/31/2020 without changes)
Pond Phase lot# BUA/Lot BK/PG
Ph3/Pond 5 3A-3(3A Section 2B) 3231 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3232 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3233 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3234 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 26) 3235 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3236 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 26) 3237 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3238 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 26) _ 3239 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3240 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3241 4,500 682745/P0986 _
Ph3/Pond 5 3A-3(3A Section 26) 3242 4,500 6132745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3243 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3244 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3245 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3246 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3247 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3248 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3249 4,500 6132745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3250 4,500 682745/P0986 _
Ph3/Pond 5 3A-3(3A Section 26) 3251 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3252 4,500 6132745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3253 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3254 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3255 4,500 662745/P0986
Ph3/Pand 5 3A-3(3A Section 28) 3261 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3262 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3263 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3264 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3265 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3266 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3267 4,500 6132745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3268 4,500 682745/P09136
Ph3/Pond 5 3A-3(3A Section 26) 3269 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 327D 4,500 662745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3271 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 156 4,500 682745/P0986 _
Ph3/Pond 7 Part of Phase 3A Section 1 157 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 158 4,500 682745/P0986 _ _ __ _
Ph3/Pond 7 Part of Phase 3A Section 1 159 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 160 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 161 4,500 662745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 162 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 163 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 164 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 165 4,500 682745/P0986
Ph3/Pond6 3A-Section 2C 3283 1,884 DR Form submitted,Recorded TBD
(Total: 3,768sf,half lotto Ph3/Pond4,half lot to Ph3/Pond 6)
Ph3/Pond6 3A-Section 2C 3284 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3285 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3286 3,768 DR Form submitted,Recorded TBD
Ph3/Pondb 3A-Section 2C 3287 4,500 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3288 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3289 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3290 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3291 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3292 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3293 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3294 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3295 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3296 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3297 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3298 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3299 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3300 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3301 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3302 4,500 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3318 3,768 DR Form submitted,Recorded TBD _
Ph3/Pond6 3A-Section 2C 3319 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3320 3,768 DR Form submitted,Recorded TBD
Ph3/PondG 3A-Section 2C 3321 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3322 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3323 3,768 DR Form submitted,Recorded T80
Ph3/Pand6 3A-Section 2C 3324 4,500 DR Farm submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C - 3325 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3326 3,768 DR Farm submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3327 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3328 1,884 DR Form submitted,Recorded TBD
(Total: 3,768sf,half lot to Ph3/Pond4,half lot to Ph3/Pond 6)
Page 5 of 5

Attachment D-SW8 130412-Historical Summary
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 acquired 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 5W8 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.
8/9/2018 Meeting between Kelly Johnson(DEMLR),Anthony Mills(DR Horton),and Tim Clinkscales,PE.
-The permit was in-house for a modification,but the application did not include all items that were needed. It was determined that Ph3/Pond 5
would be modified under the current application and that Ph3/Pond 4,Ph3/Pond 6,and Phl/Pond 3 would be modified under a future modification.
-These ponds were reportedly designed at 4,500sf/lot,deed restrictions were recorded at 4,500sf/lot(BK745/PG0986),but the permit requires
4,000sf/lot.
-It was unclear if Ph3/Pond 2 needed to be modified as well. There was inconsistent design data in the application package.
-The Townhomes/Phase 2 have been given 4,SUOsf/lot for each residence(not building). But,these homes are sold without land. The owners
cannot build outside of their building,and so DEMLR does not require deed restrictions in this situation.
-The project also needed maintenance previously identified,and the ponds need to be certified.
10/16/2018 Permit modification for Ph3/Pond 5. This pond has been modified to move it from outside Keekle Loop to inside Keekle Loop
1/29/2019 An incomplete application was submitted on 1/28/19 to change the designs of Ph1/Pond 3,Ph3/Pond 2,Ph3/Pond 4,and Ph3/Pond 6. It was
returned.
3/14/2019 NOV issued for failure to construct per the plan,failure to certify the system,failure to provide deed restrictions,and failure to maintain the system.
10/7/2019 -Permit modification submitted on 3/21/19 for Ph1/Pond 3,Ph3/Pond 2,Ph3/Pond 4,and Ph3/Pond 6. See Attachment B for details.
-Permit Correction:Corrected the drainage area for Ph3/Pond 2. The acreage had been incorrectly converted from square feet.
Permit Correction: For Phase 1/Pond 1,there are now 59 lots at 4,500sf which totals 265,500sf. Since there are 98,446sf of road and the pond
holds 368,082sf there is a"future"allocation of 4,136sf.
-Permit Correction: Phase 3/Pond 5: Lot 3272 was converted to open space and is no longer a lot in the subdivision. There are now 36 lots
draining to this pond which corresponds to the allocated 162,000sf of impervious for lot area.
-Plan sheets that make up the permitted set:
Approved 4/30/13: Cover,SW-1,SW-2,SW-3,SW-5(Partially replaced by 10/7/19 plans. Keep the area circled in red.),
P-1(Partially replaced by 10/7/19 plans. Keep Phl/Pondl and Phl/Pond 2. Replace Phl/Pond 3.),
P-2(Partially replaced by 10/7/19 plans. Keep Ph3/Ponds. Replace the rest.),
P-3(Partially replaced by 10/7/19 plans. Keep Ph3/Pond7. Replace the rest.),and
D-1. (Note,SW-4 was replace by 10/7/19 Ph3/Pond 2's design.)
Approved 10/16/18: Cover,C-1.0,C-2.0,C-4.0,C-4.1,C-6.0,C-7.0,C-8.0,and C-9.0
Approved 10/7/19: Phase 1/Pond 3: EXH-2,Cover,C-1.0,C-4.0,C-4.1,C-6.0,C-7.0,C-8.0
Phase 3/Pond 2: C-4.0,DA-1,Cover,C-1.0,C-2.0,C-4.3,C-4.4,C-4.5,C-4.6,C-4.7
Phase 3/Ponds 4&6: C-4.0,C-4.0A,C-4.1,C-8.0
8/31/2020 -Permit corrected to include the certification requirements for Phase 3,Ponds 4&6.

dtr
ROY COOPER g ff.* ',
Governor i, y
MICHAEL S.REGAN .�
Secretary ____-
S.DANIEL SMITH NORTH CAROLINA
Director Emitronmental Quality
October 7,2019
D.R.Horton,Inc.
Attn: Mr.Michael C.Loiacono,Vice President
1121 Military Cutoff Road,Suite C-322
Wilmington,NC 28405
Subject: Permit Modification
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 2,2019. 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 7,2019,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 A summary of the modifications is provided in
Attachment D. Please remember to record the revised deed restrictions approved on
this date.
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.
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.
"'� North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
�� Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington North Carolina 213405
NORTH CAROLINA
"mm°'"'6wYoem"'O"4 910.796.7215

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,
William E. (E. (( obyT )Vinson,Jr.,PE,CPESC,CPM,Interim Director
Division of Enerr,Mineral and Land Resources
Enclosures: Attachment A-Certification Forms
Attachment B-Built-Upon Area Allocation
Attachment 1-Permitting History
GDS/kpj:\\\Stormwater\Permits&Projects\2013\130412 HD\2019 10 permit 130412
cc: Tim Clinkscales,PE,Paramounte Engineering
Inspector Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File

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, as specified in Attachment B. 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.
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 the maximum square footage documented in Attachment B.
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 tc 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 shown in Attachment C. 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 has the same meaning as G.S. 143-
214.7, as amended.
a. 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 7th day of October 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Daniel ith, Director cS-(-1814
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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SW8 140412-HawkswaterAttachment C-10/7/19
Pond Phase Loth BUA/Lot BK/PG
Phl/Pand 1 Part of Ph1A 1 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 2 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 3 4,500 682745/P0986
Phi/Pond 1 Part of PhiA 4 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 5 4,500 682745/P0986
Phi/Pond 1 Part of PhiA 132 4,500 662745/P0986
Phl/Pond 1 Part of Ph1A 133 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 134 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 135 4,500 6B2745/P0986 _
Phl/Pond 1 Part of PhIA 136 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 137 4,500 682745/P0986 _
Phl/Pond 1 Part of Ph1A 138 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 139 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 140 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 141 4,500 682745/P0986 _
Phl/Pond 1 Part of PhlA 142 4,500 682745/P0986
Phi/Pond 1 Part of PhiA 143 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 144 4,500 6B2745/P0986
Phl/Pond 1 Part of Ph1A 145 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 146 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 147 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 148 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 149 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 150 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 151 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 152 4,500 682745/P0986 _
Phl/Pond 1 Part of Ph1A 153 4,500 682745/P0986 _
Ph1/Pond 1 Part of Ph1A 154 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 156 4,500 6132745/P0986 _
Phl/Pond 1 Part of PhiA 157 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 158 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 159 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 160 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 161 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 162 4,500 682745/P0986 __
Ph1/Pond 1 Part of Ph1A 163 4,500 682745/P0986 _
Ph1/Pond 1 Part of Ph1A 164 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 165 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 166 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 167 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 168 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 169 4,500 682745/P0986 _
Ph1/Pond 1 Part of Ph1A 170 4,50D 682745/P0986
Ph1/Pond 1 Part of Ph1A 171 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 172 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 173 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 174 4,500 682745/P0986
Ph1/Pond 1 Partof Ph1A 175 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 176 4,500 682745/P0986
Phi/Pond 1 Part of Ph1A 177 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 178 4,500 682745/P0986
Ph1/Pond 1 Part of PhiA 179 4,500 682745/P0986
Phl/Pond 1 Part of PhiA 180 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 181 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 182 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 183 4,50D 682745/P0986
Phl/Pond 1 Part of PhiA 184 4,500 682745/P0986
Ph1/Pond 1 Part of Ph1A 185 4,500 682745/P0986
Phl/Pond 1 Part of Ph1A 186 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 8 4,500 6B2745/P0986
Ph1/Pond 2 Part of Ph1A 9 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 10 4,500 682745/P0986
Ph1/Pond 2 Part of PhiA 11 4,500 682745/P0986
Ph1/Pond 2 Part of Ph1A 12 4,500 682745/P0986 _
Phl/Pond 2 Part of Ph1A 13 4,500 6B2745/P0986
Ph1/Pond 2 Part of Ph1A 14 4,500 682745/P0986 _
Ph1/Pond 2 Part of Ph1A 15 4,500 682745/P0986 _
Ph1/Pond 2 Part of Ph1A 16 4,500 682745/P0986
Ph1/Pond 2 Part of PhiA 17 4,500 682745/P0986 __
Ph1/Pond 2 Part of Ph1A 18 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 19 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 20 4,500 682745/P0986 _
Ph1/Pond 2 Part of PhiA 21 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 22. 4,500 682745/P0986
Phl/Pond 2 Part of PhiA 23 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 64 4,500 682745/P0986
Ph1/Pond 2 Part of Ph1A 65 4,500 682745/P0986
Ph1/Pond 2 Part of PhiA 66 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 124 4,500 682745/P0985
Phl/Pond 2 Part of Ph1A 125 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 126 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 127 4,500 662745/P0986
Phl/Pond 2 Part of Ph1A 128_ 4,500 682745/P0986
Phl/Pond 2 Part of Ph1A 129 4,500 682745/P0986
Page 1 of 4

SWB 140412-HawkswaterAttachment C-10/7/19
Pond Phase Lot# BUA/Lot BK/PG
Phl/Pond 3 Ph lB/1C 1 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/iC 2 4,500 Deed Restrictions Form Submitted
Phi/Pand 3 Ph 1.B/1C 3 4,500 Deed Restrictions Form Submitted
Phi/Pand 3 Ph 1B/1C 4 4,500 Deed Restrictions Farm Submitted
Phi/Pand 3 Ph 1B/1C 5 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 6 3,844 Deed Restrictions Farm Submitted
Ph1/Pond 3 - Ph 1B/1C 7 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 8 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 9 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph iB/1C 10 3,814 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 11 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 12 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 13 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 14 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 15 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 16 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 17 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 18 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 19 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph iB/1C 20 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph iB/ic 21 4,500 Deed Restrictions Form Submitted
Ph1/Pand 3 Ph 1B/1C 22 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph ie/1C 23 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 24 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 25 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 26 4,500 Deed Restrictions Form Submitted
Phl/Pond 3 Ph iB/lC 27 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 28 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 29 4,500 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 30 4,500 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 31 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 32 3,844 Deed Restrictions Form Submitted
Ph1/Pand 3 Ph 113/1C 33 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 34 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 18/1C 35 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 36 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 37 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 38 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph iB/1C 39 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 40 3,844 Dccd Restrictions Form Submitted
Phi/Pond 3 Ph i13/1C 41 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 42 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 43 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 44 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 45 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 46 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/iC 47 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 48 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 49 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 50 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 51 3,844 Deed Restrictions Farm Submitted
Ph1/Pond 3 Ph 1B/1C 52 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 53 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 54 3,844 Deed Restrictions Farm Submitted
Phi/Pond 3 Ph 16/1C 55 3,844 Deed Restrictions Form Submitted
Ph1/Pand 3 Ph 1B/1C 56 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 57 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 58 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 59 3,844 Deed Restrictions Farm Submitted
Phi/Pond 3 Ph 1B/ic 60 3,844 Deed Restrictions Form Submitted _
Ph1/Pond 3 Ph la/lc 61 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph i8/1C 62 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 18/1C 63 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 64 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 65 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 66 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 67 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 68 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 69 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 70 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 71 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph 1B/1C 72 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 73 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 74 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 75 3,844 Deed Restrictions Form Submitted
Phi/Pond 3____Ph 1B/1C __ ___ _ 76 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C 77 3,844 Deed Restrictions Form Submitted
Phl/Pond 3 Ph 1B/1C 78 3,844 Deed Restrictions Form Submitted
Ph1/Pond 3 Ph 1B/1C _ 79 3,844 Deed Restrictions Form Submitted
Phi/Pond 3 Ph i21/1C 80 3,844 Deed Restrictions Form Submitted
Page 2 of 4

SW8 140412-HawkswaterAttachment C-10/7/19
Pond Phase Lot# BUA/Lot BK/PG
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 1 4,500 662745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 2 4,500 662745/P0986
Phi/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3 4,500 632745/P0986
Phi/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 147 4,500 6B2745/P0986
Phi/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 148 4,500 632745/P0386
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 149 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 150 4,500 662745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 151 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 152 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 153 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 154 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 155 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3201 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3202 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3203 4,500 662745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3204 4,500 662745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3205 4,500 6132745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3206 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3207 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3218 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3219 4,500 682745/P0986
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3220 4,500 682745/P09136
Ph3/Pond 1 Phase 3A Section 1&Part of Phase 3A Section 2A 3221 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 28 end Phase 2(Townhomes) 3208 4,500 662745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Pan of Phase 3A Section 26 and Phase 2(Townhomes) 3209 4,500 662745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 2B end Phase 2(Townhomes) 3210 4,500 632745/P0986
Ph3/Pond 2 Pan of Phase 3A Section 2A Part of Phase 3A Section 2B and Phase 2(Townhomes) 3211 4,500 6B2745/P0986
Ph3/Pond2 Part of Phase 3A Section 2A,Part of Phase 3A Section 29 and Phase 2roenhomes) 3212 4,500 6B2745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phase 2(Townhomes) 3213 4,500 6B2745/P0986
Ph3/Pond 2 Pan of Phase 3A5ectbn2A,Part of Phase 3A Section 2B and Phase 2(Townhames) 3214 4,50D 682745/P0986
Ph3/Pond 2 Pan of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phase 2lTownhonws) 3215 4,500 682745/P0986
Ph3/Pond 2 Pan of Phase 3ASectbn 2A,Part of Phase 3A Section 2B and Phase 2(Townhomes) 3216 4,500 682745/P0986
Ph3/Pond 2 Pan of Phase 3A Section 2A,Part ofPhese3A Section 26 and Phase 2(Townhomes) 3222 4,500 632745/P0386
Ph3/Pond 2 Part of Phase 3A Section 2A Part of Phase 3A Section 26 end Phase 2(Townhomes) 3223 4,500 682745/P0986
Ph3/Pond 2 Part of Phew 3A Section 2A,Part of Phase 3A Section 26 and Phase 2(Townhames) 3224 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A section 2A,Pan of Phase 3A Section 28 and Phase 2(Townhomes) 3225 4,500 662745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A.Part of Phase 3A Section 28 and Phase 2(Townhomes) 3226 4,500 662745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Pan of Phase 3A Section 28 and Phase 2(Townhomes) 3227 4,500 662745/P0986
Ph3/Pond 2 Pan of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phase 2(Townhomes) 3228 4,500 6132745/P0986
Ph3/Pond 2 Pen of Phase 3A Section 2A,Part of Phase 3A Section 26 and Phase 2(Townhomes) 3229 4,500 632745/PODSS
Ph3/Pond 2 Part of Phase 3A Section 2A,Pan of Phase 3A Section 2B and Phase 2(Townhomes) 3230 4,500 662745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Pan of Phase 3A Section 2B and Phase 2(Townhomes) 3256 4,500 662745/P0986
Ph3/Pond 2 Pan of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phase 2(Townhomes) 3257 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A section 28 and Phase 2(Townhomes) 3258 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Pan of Phase 3A Section 213 and Phase 2(Townhomes) 3259 4,500 682745/P0986
Ph3/Pond 2 Part of Phase 3A Section 2A,Part of Phase 3A Section 2B and Phase 2(Townhomes) 3260 4,500 682745/P0986
Ph3/Pond 4 3A-Section 2C 3273 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3274 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3275 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3276 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3277 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3278 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3279 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3280 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3281 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3282 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3283 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3283 1,884 DR Form submitted,Recorded TBD
(Total: 3,768sf,half lot to Ph3/Pond4,half lot to Ph3/Pond 6)
Ph3/Pond 4 3A-Section 2C 3303 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3304 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3305 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3306 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3307 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3308 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3309 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3310 4,500 DR Farm submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3311 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3312 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3313 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3314 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3315 3,768 DR Farm submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3316 4,500 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3317 4,500 DR Form submitted,Rernrded TBD
Ph3/Pond 4 I3A-Section 2C 3328 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3328 1,884 DR Farm submitted,Recorded TBD
(Total: 3,768sf,half lot to Ph3/Pond4,half lot to Ph3/Pond 6)
Ph3/Pond 4 3A-Section 2C 3329 3,768 DR Farm submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3330 3,768 DR Form submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3331 3,768 DR Farm submitted,Recorded TBD
Ph3/Pond 4 3A-Section 2C 3332 3,768 DR Form submitted,Recorded TBD
Page 3 of 4

SW8 140412-HawkswaterAttachment C-10/7/19
Pond Phase Lot# BUA/Lot BK/PG
Ph3/Pond 5 3A-3(3A Section 28) 3231 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3232 4,500 682745/P0986
Phi/Pond 5 3A-3(3A Section 28) 3233 4,500 662745/P0986 _
Ph3/Pond 5 3A-3(3A Section 28) 3234 4,500 6B2745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3235 4,500 682745/P0986 _
Ph3/Pond 5 3A-3(3A Section 2B) 3236 4,500 6B2745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3237 4,500 6132745/P0986
Phi/Pond 5 3A-3(3A Section 2B) 3238 4,500 6B2745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3239 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3240 4,500 602745/P0985
Ph3/Pond 5 3A-3(3A Section 28) 3241 4,500 562745/P0386
Ph3/Pond 5 3A-3(3A Section 28) 3242 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3243 4,500 562745/P0386
Ph3/Pond 5 3A-3(3A Section 2B) 3244 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3245 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3246 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3247 4,500 6132745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3248 4,500 6B2745/P0986
Ph3/Pond 5 3A-3(3ASection 2B) 3249 4,500 6B2745/P0986 _
Ph3/Pond 5 3A-3(3ASection 2B) 3250 4,500 6B2745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3251 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3252 4,500 682745/P0986
Ph3/Pond 5 3A-3(3ASection 2B) 3253 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 213) 3254 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3255 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3261 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3262 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3263 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3264 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3265 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3266 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3267 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3268 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 2B) 3269 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3270 4,500 682745/P0986
Ph3/Pond 5 3A-3(3A Section 28) 3271 4,500 662745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 156 4,500 6B2745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 157 4,500 662745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 158 4,500 682745/P0966
Ph3/Pond 7 Part of Phase 3A Section 1 153 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 160 4,500 6B2745/P0986 _
Ph3/Pond 7 Part of Phase 3A Section 1 161 4,500 6132745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 162 4,500 682745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 163 4,500 6132745/P0986 _
Ph3/Pond 7 Part of Phase 3A Section 1 164 4,500 6B2745/P0986
Ph3/Pond 7 Part of Phase 3A Section 1 165 4,500 6B2745/P0986
Ph3/Pond6 3A-Section 2C 3283 1,884 DR Form submitted,Recorded TBD
(Total:3,768sf,half lot to Ph3/Pond4,half lot to Ph3/Pond 6)
Ph3/Pond6 3A-Section 2C 3284 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3285 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3286 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3287 4,500 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3288 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3289 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3290 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3291 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3292 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3293 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Sectlan 2C 3294 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3295 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3296 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3297 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3298 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3299 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3300 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3301 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3302 4,500 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3318 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3319 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3320 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3321 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3322 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3323 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3324 4,500 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3325 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3326 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3327 3,768 DR Form submitted,Recorded TBD
Ph3/Pond6 3A-Section 2C 3328 1,884 DR Form submitted,Recorded TBD
(Total:3,768sf,half lot to Ph3/Pond4,half lot to Ph3/Pond 6)
Page 4 of 4

•
Attachment D-SW8 130412-Historical Summary
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 acquired 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.
8/9/2018 Meeting between Kelly Johnson(DEMLR),Anthony Mills(DR Horton),and Tim Clinkscales,PE.
-The permit was in-house for a modification,but the application did not include all items that were needed. It was determined that Phi/Pond 5
would be modified under the current application and that Ph3/Pond 4,Ph3/Pond 6,and Phi/Pond 3 would be modified under a future modification.
-These ponds were reportedly designed at 4,500sf/lot,deed restrictions were recorded at 4,500sf/lot(BK745/PG0986),but the permit requires
4,000sf/lot.
-It was unclear if Ph3/Pond 2 needed to be modified as well. There was inconsistent design data in the application package.
-The Townhomes/Phase 2 have been given 4,500sf/lot for each residence(not building). But,these homes are sold without land. The owners
cannot build outside of their building,and so DEMLR does not require deed restrictions in this situation.
-The project also needed maintenance previously identified,and the ponds need to be certified.
10/16/2018 Permit modification for Ph3/Pond 5. This pond has been modified to move it from outside Keekle Loop to inside Keekle Loop
1/29/2019 An incomplete application was submitted on 1/28/19 to change the designs of Ph1/Pond 3,Ph3/Pond 2,Ph3/Pond 4,and Ph3/Pond 6. It was
returned.
3/14/2019 NOV issued for failure to construct per the plan,failure to certify the system,failure to provide deed restrictions,and failure to maintain the system.
10/7/2019 -Permit modification submitted on 3/21/19 for Ph1/Pond 3,Ph3/Pond 2,Ph3/Pond 4,and Ph3/Pond 6. See Attachment B for details.
-Permit Correction:Corrected the drainage area for Ph3/Pond 2. The acreage had been incorrectly converted from square feet.
Permit Correction: For Phase 1/Pond 1,there are now 59 lots at 4,500sf which totals 265,500sf. Since there are 98,446sf of road and the pond
holds 368,082sf there is a"future"allocation of 4,136sf.
-Permit Correction: Phase 3/Pond 5: Lot 3272 was converted to open space and is no longer a lot in the subdivision. There are now 36 lots
draining to this pond which corresponds to the allocated 162,000sf of impervious for lot area.
-Plan sheets that make up the permitted set:
Approved 4/30/13: Cover,SW-1,SW-2,SW-3,SW-5(Partially replaced by 10/7/19 plans. Keep the area circled in red.),
P-1(Partially replaced by 10/7/19 plans. Keep Phl/Pondl and Phl/Pond 2. Replace Ph1/Pond 3.),
P-2(Partially replaced by 10/7/19 plans. Keep Ph3/Pondl. Replace the rest.),
P-3(Partially replaced by 10/7/19 plans. Keep Ph3/Pond7. Replace the rest.),and
D-1. (Note,SW-4 was replace by 10/7/19 Ph3/Pond 2's design.)
Approved 10/16/18: Cover,C-1.0,C-2.0,C-4.0,C-4.1,C-6.0,C-7.0,C-8.0,and C-9.0
Approved 10/7/19: Phase 1/Pond 3: EXH-2,Cover,C-1.0,C-4.0,C-4.1,C-6.0,C-7.0,C-8.0
Phase 3/Pond 2: C-4.0,DA-1,Cover,C-1.0,C-2.0,C-4.3,C-4.4,C-4.5,C-4.6,C-4.7
Phase 3/Ponds 4&6: C-4.0,C-4.OA,C-4.1,C-8.0

DEMLR USE ONLY
Darr Fee Paid Permit Number
4 21 I q i* 1(6 5-0 t,505% .51,E 8 I O Eh 01
Applicable Ru s: ❑Coastal SW-1995 0 Coastal SW-2008 0 Ph II-Post Construction
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 UniversaI Stormwater Management Plan
0 Other WQ Mgmt Plan:
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 rise 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. Directions to project(from nearest major intersection):
Hawkeswater 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.
IL PERMIT INFORMATION:
1.a.Specify whether project is(check one): ONew ®Modification ❑Renewal w/Modificationt
tRcnewals 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: C.1 Not Started OPartially Completed* Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density CI 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):
OCAMA Major 12 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? /"1 No ❑Ye '�` '
If yes,see S.L.2012-200,Part VI:http://portal.nccienr.org/webildrules-and-regulations
g
�hRR 2 ' 2Qig a `.
_-------
Form SILT!-I0l 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:Michael C. Loiacono-Vice President
b.Contact information for person listed in item la above:
Street Address:1121 Military Cutoff Road,Suite C-322
City:W ilmington State:NC Zip:28405
Mailing Address(if applicable):
City:
State: Zip:
Phone: (910 ) 465-3167 Fax: (
Email: IYnC_Lob %vnc\pits.co v�l
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
0 Lessee* (Attach a copy of the lease agreement and complete Contact Information,,...- tb below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact i*` 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 Of applicable):
City:
State: Zip:
Phone: I 1 Fax: I
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:Anthony E.Mills
Signing Official&Title:Land Development Manager
b.Contact information for person listed in item 3a above:
Mailing Address:497?Bel Terre WA— tilt !-4 ct..t i .l, .a/ L'.7 i�t-r 1��`� T : 4.—
City:Mvrtle-Bea • /JLfi r( Stater Zip.•9.9879• _23;4-0 FJ'
Phone: (910 ) 465-3167 Fax: (
Ema il:aem it [e-mail]
4. Local jurisdiction for building permits:Brunswick County
Point of Contact: Phone#: ( 1
rGEW
Form S W U-l0l Version Oct.I,2013 Page 2 of 6 MAR 1 1 20 19

• ' 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
(MHIN)line,and coastal wetlands landward from the NHW(or MHW)line. The resultant project area is used to
calculate overall percent built upon area(BUA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area:(Total Impervious Area/Total Project Area)X 100 =5.75 %
9. How many drainage areas does the project have?2(For high density,count I for each proposed engineered
stormwater BMP. For low density and other projects, use I 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. pirlImst,so4 eveivatutv g31 i ? 'J 90u&.3
Basin Information Drainage Area I Drainage Area 2 Drainage Area_ Drainage Area T
Receiving Stream Name Brunswick River Brunswick River Brunswick River Brunswick River
Stream Class * SC SC sc sc
Stream Index Number* 18-77 18-77 18-77 18-77
Total Drainage Area(sf) - 300,564 265,716 1,093,100 1,200,514
,200,514
On-site Drainage Area(sf) — 300,564 265,716 1,001,128
0
Off-site Drainage Area(sf) 0 0 91,792 1,200,514
Proposed Impervious Area**(sf) 165,092 151,589 462,171 426,391
%Impervious Area**(total) 55 57 42 35.5
Impervious"Surface Area Drainage Area 1 Drainage Area— Drainage Area, Drainage Area—
On-site Buildings/Lots(sf) 124,000 116,000 284,796 320,000
On-site Streets (sf) 34,993 28,668 123,021 101,600
On-site Parking (sf) 0 0 0 0
On-site Sidewalks (sf) 6,099 6,921 11,011 4,791
Other on-site (sf) 0 0 0 n
Future(sf) 0 0 43,370 0
Off-site (sf) 0 0 0 ' o
Existing BUA***(sf) 0 0 0 0
Total (sf): 165,992 151,589 462,171 426,391
* Stream Class and Index Number can be def pined at: http://vortal.nc nr.or aye _ fs csu cla5si cations\s
** Impervious area is defined as the built upo area including,but not lino ed to,building., roads,parkin i. ¢ ;^ PHASE 1 POND
s:aezoalks,gravel areas,etc. :leo,, . t ,a . 3
,4Je A, NteR 3 A„�4
Form S1 1� 101 Version Oct.31.2013 pag¢e 3 of 6 M AR 21 219 .

***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 DE.IILR 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 15.4.1 C4C 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 htto://nortal.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 does.
1. Original and one copy of the Stormwater Management Permit Application Form. TGC Initials
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants TGC
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M TGC
agreement(s)for each BMP.
4. Permit application processing fee of S505 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.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for TGC
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the N/A
receiving stream drains to class SA waters within'mile of the site boundary,include the
mile radius on the map.
7. Sealed,signed and dated calculations (one copy). TGC
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including. TGC
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 NEiW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
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 measu r "`
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 whd R 1 2Oin
made the determination on the plans. MA
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 N/A
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 verifij the SHWT prior
to submittal,[phone].)
10. A copy of the most current property deed.Deed book:3334 Page No:510 TGC
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC TGC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons Iisted in Contact Information,item 1a,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.
http://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 Iot 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:Aaron T.Beckner
Consulting Firm:Paramounte Engineering,Inc.
Mailing Address:122 Cinema Drive
City:Wilmington State:NC Zip:28403
Phone: (910 ) 791-6707 Fax: [phone]
Email:abeckneriparamounte-eng.com
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 1a) with(print or type name of organization Iisted 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.
C •
MAR 1 /01g
Form SWU-101 Version Oct.31,2013 Page 5 of 6 k'

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 viola 'on of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assess civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: - A 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
X. APPLICANT'S CERTIFICATION
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 ' be recorded,and that the proposed project complies with the requirements of the
applicable stormwater s er 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: 3/io,AP
I, IAA) F(,Anhn161`i ,a Notary Public for the State of /171-ri4 C4.ot n/1 ,County of
AIEf-+ 'RA nk;r\ ,do hereby certify that iM CA4Rt L. Le �Gvn1 v personally appeared
before me this ayday of tik M.L 1i ,an 161 ,and acknowl e the due execution of the application for
a stormwater permit. Witness my hand and official seal, a�.".°-
"ANlitvt. SEAL
NOTagj,
a
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.' MAR2
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Form SWU-101 Version Oct.31,2013 Page 6 of 6

High Density Residential Subdivisions r�
Deed Restrictions & Protective Covenances QD 4
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Michael C. Loiacono , acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 130412, as issued by the Division of Energy, Mineral and Land
Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is_square feet. This allotted amount includes any built-
upon area constructed within the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised,
open wood decking, or the water surface of swimming pools.
OR, if the proposed built-upon areas per lot will vary, please REPLACE#6 above with the following:
6. The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
see chart
Phase 3 Section 2
This allotted amount includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30**foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional,measures.
.a =1i"
MAR 2 1 2019 F; j:
JA6J 8 2Z,
F:
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2
BY: -

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: Date: I 1 Ai/901£�
I, I A,J FL P Jn1 , a Notary Public in the
State of AkiTH C.Atoc i,J { , County of AO I{AT1ovE(
do hereby certify that ft)1 C H R L Lo IA CO NO personally appeared
before me this the a TH day of 00%)c N\BE t. , 20 ) g' , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature F�► ,
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High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a"built-upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Michael C. Loiacono , acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 130412, as issued by the Division of Energy, Mineral and Land
Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is_square feet. This allotted amount includes any built-
upon area constructed within the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised,
open wood decking, or the water surface of swimming pools.
OR, if the proposed built-upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
1-80:see chart
Phase 18/1 C
This allotted amount includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30**foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional me a u s iv it
MAR 21 2019
BY:------- :a JAN #a.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2
BY:

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: ,7Date: Il/l't/2 s&
I, iAO FLA,JA)Ct'-( , a Notary Public in the
State of 11/4)011 H CAAou,J n , County of lv DJ lA 0v) ,
do hereby certify that fm I G NItEL LoIACo/JO personally appeared
before me this the ,q 11-I day of /1)OVEMBEt , 20 1 8" _, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
1er.-- ? __ SEAL
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Signature (AAlvAteMy Commission expires U4 ��/2r7� .�D Ask
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C1I4E
PARAMOUNTE OCT 0 2 20€9
ENGINEERING. I N C.
5911 OLEANDER DRIVE , SUITE 201 Piaa 10-6 43
W I L M I N G T O N , NC 28403
9 1 0 - 7 9 1 - 6 7 0 7 ( 0 ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F ) C�
LETTER OF TRANSMITTAL 7i�
To: NCDEQ Date October 2,2019
127 Cardinal Drive Ext.
Wilmington,NC 28403 Re: Hawkeswater on the River
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑Originals ❑Prints ❑Shop Drawings ❑ Calculations
!The following items:I ❑Correspondence ❑ Plans ❑ Specifications ❑Other as listed below
Quantity Date Dwg.No. Description
1 Wet Detention Basin Supplement
1 NC DENR Retention Requirements
—�' & 4
Issue Status: ❑For Approval ❑As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
'Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc Signed.
Tim Clinkscales

AD 1N w 3
Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, September 18, 2019 9:36 AM
To: Tim Clinkscales; '[e-mail]'; Patrick Joseph Wahl; Libby Shelton
Cc: Ian E Flannery
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Attachments: 2019 09 Excel_BUA 130412_Includes History File_draft.xlsx
Tim,
Here is the status in blue. Please respond by 10/3.
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Monday,August 12,2019 11:23 AM
To:Johnson, Kelly<[e-mail]>; '[e-mail]'<[e-mail]>; Patrick
Joseph Wahl<[e-mail]>; Libby Shelton<[e-mail]>
Cc: Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
TT& :
Kelly
Hope good start to day and week, as I finish up these comments want to make sure I am reading your comments
correctly. I will place by responses in red. I just want to make sure we get back what you need and can turnaround in
quick order. If I am reading correctly,they are very minor comments.
1) Modifications are proposed for four ponds:
a) Phase 1/Pond 3: Please submit a second drainage area plan. (We received one for Phase 3A Section 2B, but I
believe that that is the one for Phase 3/Pond 5?) Another copy to be provided Done.
b) Phase 3/Pond 2:
i) Please submit the O&M Agreement. Such to be provided Done.
ii) Please check the elevation of the weir at the temporary pool. From the calculations and the supplement, it
appears to be at 14.0ms1. There is an opening above the drawdown orifice at 13.85ms1.
After looking over the pond information,you are correct, 13.85 is the elevation, all the documents will be
reflected to such, this was also part of the partial certification placed in the package. .l didn't receive the
calculations or supplement for this item. I am not sure if you are saying that this also impacted the
partial certification?
c) Phase 3/Pond 4:
i) 2017 Rule:
(1) 5/20/19 Letter: The impervious area increased and so this pond should be designed under the 2017
Rule. But, it appears that this project uses the 2008 forebay percentage, 18-22%of the whole permanent
pool. Please ensure that the pond is designed to a single set of regulations. Since the pond is constructed,
please provide justification if the forebay is too big. [.1053(5)(a)]
1

(2) 6/4/19 Response: The pond was done under the 2008 rules but now under the 2017 rules, since done
multiple times, sent the wrong spreadsheet depicting the 2008 rules before, submitted the 2017 rule
spreadsheet along with the supplement. We are below 20%for the forebays.
(3) 8/2/19: Please also submit the 2017 O&M. Will provide, my question, this means all other items
addressed and good on this pond Done.
2) Attachment B:
a) Potential Typos:
i) Phase 1/Pond 1:
(1) 5/20/19 Letter: Please double check the data for Ph1/Pond 1 (which isn't being modified in this
modification). It shows that there are 63 lots(1-7, 130-154& 156-186)at 4,500sf/lot. That totals
283,500sf for the buildings/lots. However,the buildings/lots in the Attachment B shows only 269,636st?
(2) 6/4/19 Response: The Attach B updated,I can only go by as-built information and walking the site,the
impervious numbers for Phase 1 Pond 1 and 2 were based on permit approved on 4/30/13 by Cape Fear
Engineering. I have placed the record-drawings that show the break line for the grades and storm
drainage to these two ponds,these are the impervious numbers provided in the chart. Both building areas
are less than in the permit. Based on all lots having 4500 sf per lot in the neighborhood besides the ones
we have modified,I cannot see where the 4/30/13 numbers were originated but again shown less than
shown for the buildings/lots. In the chart,the numbers in parenthesis are the new numbers,have been
added such for the future to make the total the same. For this phase,the actual building impervious is
265,000sf which is below the 269,636sf,therefore the ponds are sized for the impervious that are draining
toward it.
(3) 8/2/19: There are now 59 lots at 4,500sf which totals 265,500sf. Since there are 98,446sf of road and the
pond holds 368,082sf there is a"future"allocation of 4,136sf. I will document this as a correction to
Phase 1/Pond 1. Question, we are good on this pond as well,you are updating the permit to reflect the
minor change. This has beet documented as a correction. See the attached Excel File,Attachment D
Line 17. Done.
ii) Phase 3/Pond 5:
(1) 5/20/19 Letter: Please double check the data for Ph3/Pond 5 (which isn't being modified in this
modification). It shows that there are 36 lots (3231-3272)at 4,500sf/lot. However,this appears to be 42
lots. Attachment B shows that there is 162,000sf of buildings/lots for this pond but if there are 42 lots at
4,500sf/lot would be 189,000sf?
(2) 6/4/19 Response: Mistake on lot numbering on last submittal,the same number of lots which is 36 drain
to the pond,Lots 3256-3260 not part of this pond drainage area.
(3) 8/2/19: If Lots 3231-3255 and 3261-3272 drain to the pond,that appears to be 37 lots and 166,500sf total
rather than the 162,000sf allocated to buildings/lots?Lot 3272 is the lot that was converted back to open
space therefore no Lot 3272 and 36 lots in this area. Question,all other items addressed and good on this
pond. This has been documented as a correction. See the attached Excel File,Attachment D Line
17. Done.
3) Plans in Full Set:
a) Phases,Lots,and Lot Numbers:
i) 5/20/19 Letter: Please ensure that all of the phases/sub phases are shown on the plans so that Lot 1 in Phase 1
can be differentiated from Lot 1 in Phase 3. For instance, 10222 Hawkeswater Blvd should be an additional
lot next to Lot 5 below,but it is not on the plans. I do not see a more recent plan sheet for this area. The deed
restrictions also do not list Lots 4 or 5 for Phase 3 Pond 1. It is unclear if these lots were renumbered or if
they were not included in the deed restrictions. There may be other examples.
2

VN
tkit
`+..0 1 • i
' ''r ..v::aim f
- -
. .
. , rA 1 61A 4,..L. :„.2...:_,:: ::.....-fA-:
e ,%,7, 7.'1 ' \_ '...t.-4."-.:,-r Ai
.yl.:+ri� ....1••t }t
s
b) 6/4/19 Response: Besides the areas that DR Horton has developed, in which lot numbers are consistent with the
phase included, all other lot numbers are in the 3/21/19 package,I have provided the record drawings for Phase
lA(pre)DR Horton that shows lot numbers,these areas were permitted with the lots provided in the earlier
submittals. We verified to place in Attachment B. We are also updating the ponds to make them match the
parameters of the 4/30/13 permit.
c) 8/2/19: At the 3/21/19 meeting,we went through all of the plan sets that had been previously permitted and made
a list of all of the previously-permitted plans. The plan inserted above was one of the ones that was to continue to
be permitted. It was the sheet where part of the sheet was to be replaced by a more recent version,and we circled
the area to continue to be permitted in red. This area is in red. 10222 Hawkeswater blvd is not on that plan. All
of the lots,regardless of whether or not DR Horton developed them,need to be on the plan and their lot numbers
need to match the deed restricted lot numbers. If you would like to make a file review appointment to go through
the plans that we decided not to bring forward and see if one was left out,please contact me. Will look over this to
verify lot numbers. What did you find?
4) Inspection: The ponds were inspected on May 24,2019. All ponds have been constructed per the plan. Three ponds,
Phl/Pond 3, Ph3/Pond4,and Ph3/Pond6,were still being used as sediment basins. They had eroding slopes and
sediment accumulating in the forebay, and will need to be cleaned out once the E&SC is closed.Noted Done.
If possible,verify the simple questions, so we can close out the permit. Thanks for time and patience
Tim
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.aaram o u me-e ng.co rn
From:Johnson, Kelly<[e-mail]>
Sent: Friday,August 2,2019 10:50 AM
To:Anthony E Mills<[e-mail]>;Tim Clinkscales<[e-mail]>
Cc: Ian E Flannery<[e-mail]>; Michael C Loiacono<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130/112)
Tim,
Please see the attached request for additional information.
Thanks,
3

1\oo 1,4wo a
PARA mouNTE
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 8/22/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: hawkeswater
SW813o412 Modification
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑ Originals ®Prints ❑Shop Drawings ®Calculations
'The following iterns4 ❑ Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
1 Provided updated Phase 1 Pond 3 Drainage Area Map
1 Phase 3 Pond 2—Signed OM,calculations,detail sheet and supplement
update
1 Phase 3 Pond 4 OM agreement
Issue Status: /1 For Approval ❑As Requested ❑ Construction ❑Bid
0 For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
'Action Taken ❑ No Exceptions Taken ❑ Make Corrections Noted D Amend&Resubmit
❑ Rejected-See Remarks 0 Approved as Submitted 0 Other
Remarks
Enclosed is the submittal package,upon final approval,will visit office to get lot numbers in existing sections straight
To satisfy comment 3,think good to make sure all items taken care of and then get the lot numbers on the existing
lots final one last time
Cc: Signed:
Tim Clinks es, LS
I1ECEIvEn
AUG 2 2 2019

Johnson, Kelly
From: Tim Clinkscales <tclinkscales©paramounte-eng.com>
Sent: Wednesday,August 21, 2019 9:23 PM
To: Johnson, Kelly
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
ICAUTION:
Kelly
I had some items that kept me out of the offirP later today. I will be dropping by the information in or around lunch
tomorrow
Again thanks for the patience
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From:Johnson, Kelly<[e-mail]>
Sent: Friday,August 16, 2019 2:53 PM
To:Tim Clinkscales<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
I will put you down for 8/21.
Thanks,
KJ
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Friday,August 16, 2019 2:30 PM
To:Johnson, Kelly<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
JCAUTION:
Kelly thanks for responding. I am tyring to get the O&M notarized. With that being a little of bit of time, can we extend
to the end of day Wednesday to submit all the itmes
Thanks and let me know if an issue
Have a good day and weekend
1

Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From:Johnson, Kelly<[e-mail]>
Sent: Friday, August 16, 2019 10:58 AM
To:Tim Clinkscales<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Tim,
Please see#2 &#3 below in blue.
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Friday,August 16, 2019 10:32 AM
To:Johnson, Kelly<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
•
Cy
Kelly thanks for the response, my question is that for comments 2 &3 only the 8/2 comments need to be addressed, all
other items are satisfied
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From:Johnson, Kelly<[e-mail]>
Sent: Friday,August 16, 2019 9:26 AM
To:Tim Clinkscales<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Tim,
Are you asking if there are other items that aren't on the letter? I am not sure I understand what your questions are? I
try to write the letters as a checklist,and then I check off the items that come back in. I don't generally go looking for
2

new things in between letters unless the design changes or there is some other reason to. If all of the items in the letter
are addressed,then you should be good.
Thanks,
ICJ
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Thursday,August 15,2019 9:37 PM
To:Johnson, Kelly<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Kelly
Wanted to check on this,can you please advise
Again just trying to make it smooth when you receive
Have a good night
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
i 22 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.naramounte-eng.com
From:Tim Clinkscales
Sent: Monday,August 12,2019 11:23 AM
To:Johnson, Kelly<[e-mail]>; '[e-mail]' <[e-mail]>; Patrick
Joseph Wahl<[e-mail]>; Libby Shelton<[e-mail]>
Cc: Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater (SW8 130412)
Kelly
Hope good start to day and week,as I finish up these comments want to make sure I am reading your comments
correctly. I will place by responses in red. I just want to make sure we get back what you need and can turnaround in
quick order. If I am reading correctly,they are very minor comments.
1) Modifications are proposed for four ponds:
a) Phase 1/Pond 3: Please submit a second drainage area plan. (We received one for Phase 3A Section 2B, but I
believe that that is the one for Phase 3/Pond S?) Another copy to be provided
b) Phase 3/Pond 2:
i) Please submit the O&M Agreement. Such to be provided
3

ii) Please check the elevation of the weir at the temporary pool. From the calculations and the supplement, it
appears to be at 14.0ms1. There is an opening above the drawdown orifice at 13.85ms1.
After looking over the pond information,you are correct. 13.85 is the elevation, all the documents will be
reflected to such.this was also part of the partial certification placed in the package
c) Phase 3/Pond 4:
i) 2017 Rule:
(1) 5/20/19 Letter: The impervious area increased and so this pond should be designed under the 2017
Rule. But, it appears that this project uses the 2008 forebay percentage, 18-22% of the whole permanent
pool. Please ensure that the pond is designed to a single set of regulations. Since the pond is constructed,
please provide justification if the forebay is too big. [.1053(5)(a)]
(2) 6/4/19 Response: The pond was done under the 2008 rules but now under the 2017 rules, since done
multiple times, sent the wrong spreadsheet depicting the 2008 rules before, submitted the 2017 rule
spreadsheet along with the supplement. We are below 20%for the forebays.
(3) 8/2/19: Please also submit the 2017 O&M. Will provide, my question,this means all other items
addressed and good on this pond
•

2) Attachment B:
a) Potential Typos:
i) Phase 1/Pond 1:
(1) 5/20/19 Letter: Please double check the data for Phl/Pond 1 (which isn't being modified in this
modification). It shows that there are 63 lots(1-7, 130-154& 156-186)at 4,500sf/lot. That totals
283,500sf for the buildings/lots. However,the buildings/lots in the Attachment B shows only 269,636sf?
(2) 6/4/19 Response: The Attach B updated,I can only go by as-built information and walking the site,the
impervious numbers for Phase 1 Pond I and 2 were based on permit approved on 4/30/13 by Cape Fear
Engineering. I have placed the record-drawings that show the break line for the grades and storm
drainage to these two ponds,these are the impervious numbers provided in the chart. Both building areas
are less than in the permit. Based on all lots having 4500 sf per lot in the neighborhood besides the ones
we have modified, I cannot see where the 4/30/13 numbers were originated but again shown less than
shown for the buildings/lots. In the chart,the numbers in parenthesis are the new numbers,have been
added such for the future to make the total the same. For this phase,the actual building impervious is
265,000sf which is below the 269,636sf,therefore the ponds are sized for the impervious that are draining
toward it.
(3) 8/2/19: There are now 59 lots at 4,500sf which totals 265,500sf. Since there are 98,446sf of road and the
pond holds 368,082sf there is a"future"allocation of 4,136sf. I will document this as a correction to
Phase 1/Pond 1. Question,we are good on this pond as well,you are updating the permit to reflect the
minor change. I will update the permit.
ii) Phase 3/Pond 5:
(1) 5/20/19 Letter: Please double check the data for Ph3/Pond 5 (which isn't being modified in this
modification). It shows that there are 36 lots(3231-3272)at 4,500sf/lot. However,this appears to be 42
lots. Attachment B shows that there is 162,000sf of buildings/lots for this pond but if there are 42 lots at
4,500sf/lot would be 189,000sf?
(2) 6/4/19 Response: Mistake on lot numbering on last submittal,the same number of lots which is 36 drain
to the pond, Lots 3256-3260 not part of this pond drainage area.
(3) 8/2/19: If Lots 3231-3255 and 3261-3272 drain to the pond,that appears to be 37 lots and 166,500sf total
rather than the 162,000sf allocated to buildings/lots? Lo 3272 is the lot that was converted back to open
space therefore no Lot 3272 and 36 lots in this area. Question, all other items addressed and good on this
pond. OK,just please put that in the submittal letter.
3) Plans in Full Set:
a) Phases, Lots,and Lot Numbers:
i) 5/20/19 Letter: Please ensure that all of the phases/sub phases are shown on the plans so that Lot 1 in Phase 1
can be differentiated from Lot 1 in Phase 3. For instance, 10222 Hawkeswater Blvd should be an additional
lot next to Lot 5 below,but it is not on the plans. I do not see a more recent plan sheet for this area. The deed
restrictions also do not list Lots 4 or 5 for Phase 3 Pond 1. It is unclear if these lots were renumbered or if
they were not included in the deed restrictions. There may be other examples. Q
r. '' • --� � � -_ - ' y _�
•
• � ; -
j 'y. ,. -� .�,, +.:=ram' •
7------N, - ' , t.--:...'.- - t •
b) 6/4/19 Response: Besides the areas that DR Horton has developed, in which lot numbers are consistent with the
phase included,all other lot numbers are in the 3/21/19 package, I have provided the record drawings for Phase
lA(pre) DR Horton that shows lot numbers,these areas were permitted with the lots provided in the earlier
5

submittals. We verified to place in Attachment B. We are also updating the ponds to make them match the
parameters of the 4/30/13 permit.
c) 8/2/19: At the 3/21/19 meeting,we went through all of the plan sets that had been previously permitted and made
a list of all of the previously-permitted plans. The plan inserted above was one of the ones that was to continue to
be permitted. It was the sheet where part of the sheet was to be replaced by a more recent version,and we circled
the area to continue to be permitted in red. This area is in red. 10222 Hawkeswater blvd is not on that plan. All
of the lots,regardless of whether or not DR Horton developed them, need to be on the plan and their lot numbers
need to match the deed restricted lot numbers. If you would like to make a file review appointment to go through
the plans that we decided not to bring forward and see if one was left out, please contact me. Will look over this to
verify lot numbers. Thank you.
4) Inspection: The ponds were inspected on May 24, 2019. All ponds have been constructed per the plan. Three ponds,
Ph1/Pond 3,Ph3/Pond4, and Ph3/Pond6,were still being used as sediment basins. They had eroding slopes and
sediment accumulating in the forebay, and will need to be cleaned out once the E&SC is closed. Noted
If possible,verify the simple questions, so we can close out the permit. Thanks for time and patience
Tim
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-eng.com
From:Johnson, Kelly<[e-mail]>
Sent: Friday,August 2,2019 10:50 AM
To:Anthony E Mills<[e-mail]>;Tim Clinkscales<[e-mail]>
Cc: Ian E Flannery<[e-mail]>; Michael C Loiacono <[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Tim,
Please see the attached request for additional information.
Thanks,
Kelly
From:Johnson, Kelly
Sent: Monday, May 20, 2019 4:36 PM
To:Anthony E Mills<[e-mail]>;Tim Clinkscales-Paramounte Engineering(tclinkscales@paramounte-
eng.com)<[e-mail]>
Cc: Ian E Flannery<[e-mail]>; Michael C Loiacono<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Tim,
Please see the attached request for additional information.
Thanks,
6

ROY COOPER
Governor
MICHAEL S.REGAN
4
•
Secretary @ 0t "�-
S.DANIEL SMITH NORTH CAROLINA
Interim Director Environmental Quality
August 2,2019
Via email only: MCLoiacono(a),drhorton.com
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
Hawkeswater
Brunswick County
Dear Mr. Loiacono:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on March 21,2019. A request for additional information was mailed
on May 20th, and a response was received on June 4th. 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) Modifications are proposed for four ponds:
a) Phase 1/Pond 3: Please submit a second drainage area plan. (We received one for Phase 3A
Section 2B, but I believe that that is the one for Phase 3/Pond 5?)
b) Phase 3/Pond 2:
i) Please submit the O&M Agreement.
ii) Please check the elevation of the weir at the temporary pool. From the calculations and the
supplement, it appears to be at 14.0ms1. There is an opening above the drawdown orifice at
13.85ms1.
c) Phase 3/Pond 4:
i) 2017 Rule:
(1) 5/20/19 Letter: The impervious area increased and so this pond should be designed under
the 2017 Rule. But, it appears that this project uses the 2008 forebay percentage, 18-22%
of the whole permanent pool. Please ensure that the pond is designed to a single set of
regulations. Since the pond is constructed,please provide justification if the forebay is
too big. [.1053(5)(a)]
(2) 6/4/19 Response: The pond was done under the 2008 rules but now under the 2017 rules,
since done multiple times,sent the wrong spreadsheet depicting the 2008 rules before,
submitted the 2017 rule spreadsheet along with the supplement. We are below 20%for
the forebays.
(3) 8/2/19: Please also submit the 2017 O&M.
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
"rn, 910.7%.7215

' '
State Stormwater Permit No. SW8 130412
Page 2 of 4
2) Attachment B:
a) Potential Typos:
i) Phase 1/Pond 1:
(1) 5/20/19 Letter: Please double check the data for Phl/Pond 1 (which isn't being modified
in this modification). It shows that there are 63 lots(1-7, 130-154& 156-186)at
4,500sf/lot. That totals 283,500sf for the buildings/lots. However,the buildings/lots in
the Attachment B shows only 269,636sf?
(2) 6/4/19 Response: The Attach B updated, I can only go by as-built information and
walking the site,the impervious numbers for Phase 1 Pond 1 and 2 were based on permit
approved on 4/30/13 by Cape Fear Engineering. I have placed the record-drawings that
show the break line for the grades and storm drainage to these two ponds,these are the
impervious numbers provided in the chart. Both building areas are less than in the
permit. Based on all lots having 4500 sf per lot in the neighborhood besides the ones we
have modified, I cannot see where the 4/30/13 numbers were originated but again shown
less than shown for the buildings/lots. In the chart,the numbers in parenthesis are the
new numbers,have been added such for the future to make the total the same. For this
phase,the actual building impervious is 265,000sf which is below the 269,636sf,
therefore the ponds are sized for the impervious that are draining toward it.
(3) 8/2/19: There are now 59 lots at 4,500sf which totals 265,500sf. Since there are 98,446sf
of road and the pond holds 368,082sf there is a"future" allocation of 4,136sf. I will
document this as a correction to Phase 1/Pond 1.
ii) Phase 3/Pond 5:
(1) 5/20/19 Letter: Please double check the data for Ph3/Pond 5 (which isn't being modified
in this modification). It shows that there are 36 lots(3231-3272)at 4,500sf/lot.
However,this appears to be 42 lots. Attachment B shows that there is 162,000sf of
buildings/lots for this pond but if there are 42 lots at 4,500sf/lot would be 189,000sf?
(2) 6/4/19 Response: Mistake on lot numbering on last submittal,the same number of lots
which is 36 drain to the pond, Lots 3256-3260 not part of this pond drainage area.
(3) 8/2/19: If Lots 3231-3255 and 3261-3272 drain to the pond,that appears to be 37 lots
and 166,500sf total rather than the 162,000sf allocated to buildings/lots?
3) Plans in Full Set:
a) Phases, Lots,and Lot Numbers:
i) 5/20/19 Letter: Please ensure that all of the phases/sub phases are shown on the plans so that
Lot 1 in Phase 1 can be differentiated from Lot 1 in Phase 3. For instance, 10222
Hawkeswater Blvd should be an additional lot next to Lot 5 below,but it is not on the plans.
I do not see a more recent plan sheet for this area. The deed restrictions also do not list Lots
4 or 5 for Phase 3 Pond 1. It is unclear if these lots were renumbered or if they were not
included in the deed restrictions. There may be other examples.

State Stormwater Permit No. SW8 130412
Page 3 of 4
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b) 6/4/19 Response: Besides the areas that DR Horton has developed, in which lot numbers are
consistent with the phase included,all other lot numbers are in the 3/21/19 package,I have
provided the record drawings for Phase lA(pre)DR Horton that shows lot numbers,these areas
were permitted with the lots provided in the earlier submittals. We verified to place in Attachment
B. We are also updating the ponds to make them match the parameters of the 4/30/13 permit.
c) 8/2/19: At the 3/21/19 meeting,we went through all of the plan sets that had been previously
permitted and made a list of all of the previously-permitted plans. The plan inserted above was
one of the ones that was to continue to be permitted. It was the sheet where part of the sheet was
to be replaced by a more recent version, and we circled the area to continue to be permitted in
red. This area is in red. 10222 Hawkeswater blvd is not on that plan. All of the lots,regardless
of whether or not DR Horton developed them,need to be on the plan and their lot numbers need
to match the deed restricted lot numbers. If you would like to make a file review appointment to
go through the plans that we decided not to bring forward and see if one was left out,please
contact me.
4) Inspection: The ponds were inspected on May 24,2019. All ponds have been constructed per the
plan. Three ponds, Phl/Pond 3, Ph3/Pond4, and Ph3/Pond6,were still being used as sediment basins.
They had eroding slopes and sediment accumulating in the forebay, and will need to be cleaned out
once the E&SC is closed.
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 by August 19,2019,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.

State Stormwater Permit No. SW8 130412
Page 4 of 4
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]
Sincerely,
Rag 9040rd04c
Kelly Johnson
Environmental Engineer
GDS/kpj: \\\Stormwater\Permits&Projects12013\130412 HD\2019 08 addinfo 130412
cc: Tim Clinkscales, PE;via email
Wilmington Regional Office Stormwater File

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday,August 2,2019 10:50 AM
To: Anthony E Mills;Tim Clinkscales - Paramounte Engineering (tclinkscales@paramounte-
eng.com)
Cc: Ian E Flannery; Michael C Loiacono
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Attachments: 2019 08 addinfo 130412.docx; 2019 08 Excel_BUA 130412_draft.xlsx
Tim,
Please see the attached request for additional informations.
Thanks,
Kelly
From:Johnson, Kelly
Sent: Monday, May 20,2019 4:36 PM
To:Anthony E Mills<[e-mail]>;Tim Clinkscales-Paramounte Engineering(tclinkscales@paramounte-
eng.com)<[e-mail]>
Cc: Ian E Flannery<[e-mail]>; Michael C Loiacono<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Tim,
Please see the attached request for additional information.
Thanks,
Kelly
From:Anthony E Mills fmailto:[e-mail]]
Sent:Thursday, May 16,2019 1:43 PM
To:Johnson, Kelly<[e-mail]>
Cc:Tim Clinkscales- Paramounte Engineering([e-mail])<tclinkscales@paramounte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater
CAUTION:
Kelly,
We forwarded the attached email we received from you to the Brunswick County Inspections
department and never received a response from them. !'m hoping that the article is just a delayed
posting from when this all first originated. Please schedule to inspect the ponds in question and
review the submittal as soon as possible. !f we hear any issues arise from the Brunswick County
Inspections department, I may contact you and ask you to reach out to them.
Thanks for your help with this.
i

Andy Mills, P.E.
Land Development Manager
Wilmington/Jacksonville
131 Racine Dr_ve, Suite 201
Wilmington, Pd 28403
Ce11:910.465.3167
Fax:[phone]
[e-mail]
11111101111111
fie41` AMERICA'S#1 HOMEBUILDER
SINCE 2002
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 aemillsadrhorton.com in order that we can take steps to prevent any further inadvertent disclosure.
From:Johnson, Kelly [mailto:[e-mail]]
Sent:Thursday, May 16,2019 12:19 PM
To:Anthony E Mills<[e-mail]>
Cc:Tim Clinkscales- Paramounte Engineering([e-mail])<tclinkscales@paramcunte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater
I saw that article come through this morning. I need to review that file soon... As far as the dates you would have to
compare the due date in the NOV to the date in your email notifying you that it was accepted. I honestly don't know off
the top of my head. As far as the deficiencies, I will have to schedule the follow up inspection.
From:Anthony E Mills [mailto:[e-mail]]
Sent:Thursday, May 16,2019 10:49 AM
To:Johnson, Kelly<kelly.p.johnson@ncdenr.l;ov>
Cc:Tim Clinkscales-Paramounte Engineering([e-mail])<tclinkscales@paramounte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: [External] FW: Hawkeswater
` ' -F-aiternal email. Do not click links or open attachments unless you verify.Send all suspicions erriail as an attachment to
Aft Ala iiiii. Meat ..._
Kelly,
Please see the link below. My understanding is the engineer submitted everything you requested
prior to the date you had stated. We also have corrected any deficiencies in the ponds as directed.
Please respond back to me regarding the Brunswick County Inspections hold on permits and
inspections directed by your office.
Thanks,
Andy Mills, P.E.
Land Development Manager
Wilmington/Jacksonville
131 Racine Drive, Suite 2C1
2

Wif:mingtcn, NO 28403
CoII:I.:10,465.3167
Fax: [phone]
aemillsedrhorton.com
1111-11111 1IN
%Of
ti AMERICA'S#2 HOMERUILDER
SINCE 2002
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-
485-3167 or aemillsedrhorton.com in order that we can take steps to prevent any further inadvertent disclosure.
From: Ian E Flannery
Sent:Thursday, May 16,2019 10:36 AM
To:Anthony E Mills<[e-mail]>
Subject:
https://portcitydaily.tom/local-news/2019/05/16/state-building-freeze-requests-d-at-d-r-hortons-hawkeswater-in-
brunswick/
IAN FLANNERY,CPESC
��} Land Development Project Manager
R IIO�� D.R.HORTON •
Amerisa#der 131 Racine Drive,Suite 201,Wilmington,NC 28403
mobile:843-7J9-3752 I email:[e-mail]
America's#1 Home Builder Since 2002 I drhorton.com
3

, 1 IRh\ 1 AIQ3
PARA MOUNT
ENGINE 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 6/3/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Phase 1 Pond 3
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑Originals ®Prints ❑Shop Drawings ®Calculations
The following items: ❑Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
1 DA Map
1 Plans
1 Supplement
1 Wet Pond Calculations
Issue Status:' ®For Approval ❑As Requested ❑Construction 0 Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
'Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted El Amend&Resubmit
❑ Rejected-See Remarks 0 Approved as Submitted ❑ Other
'Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
Cc. Signed: /1,4 /
Tim Clinkscales,PE,PLS
HIV
JUN042019

PIM icIYAA
P4 ' pNE. 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 3/18/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Phase 1 Pond 3
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending: El Originals ®Prints ❑Shop Drawings ®Calculations
The following items: El Correspondence ® Plans El Specifications ®Other as listed below
Quantity Date Dwg.No. Description
1 Signed Deed Restrictions
1 Design Narrative and Calculations
1 Signed O&M Agreement
1 Plans
1 Wet pond Supplement
Issue Status: For Approval El As Requested El Construction ❑Bid
❑For Your Use El For Review and Comment El Approved as Noted ❑See Remarks
'Action Taken: El No Exceptions Taken ❑ Make Corrections Noted El Amend&Resubmit
El Rejected-See Remarks El Approved as Submitted ❑ Other
(Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
Cc. Signed: 42i
Tim Clinkscales,PE,PLS
MAR 212019 '
BY

jc (\e3
HAWKSWATER AT THE RIVER
PHASE 1B
BRUNSWICK, NC
STORMWATER NARRATIVE
Prepared for:
DR HORTON, INC
1121 Military Cutoff Road, Suite C-322
Wilmington, NC 28405
Prepared by:
PM2tlPPQNFJ
122 Cinema Drive
Wilmington,NC 28403
NC License#:C-2846
Project#12293.PE ;' '.?.
SEAL
December 2017 4,F,Zg
'
�1��'"«rG• C ,N,S''���``
--'.'`EGE114/E
MAR 2 1 2019

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 pTeviously
constructed Hawkeswater Blvd. The development is on Highway 133 approximately 0.85 miles south of
the intersection of Highway 76 and Highway 133.
Phase 1B/1C consists of 80 residential lots with associated streets and sidewalks. This section of the
project drains to wet pond(Phase 1 Pond 3),which were previously permitted under SW8 130412 which
is to be modified per this submittal. The proposed permit modification is due modification from the
original layout and also reducing the BUA/lot to 4000 3f110t.. Like previous sections that were modified,
amount shown in chart
we are now designing for the 1.5"storm.
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-Ill 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 cong, hris.
MAR 2 1 2019
Page 1 •

CALCULATIONS
MAR 2 1 201g

PVV ,1
Hawkswater Phase 1B& 1C -Pond#3
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(values set by NC DENR and included here),a forebay that
is approximately 20%of the total pond volume,a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff,an
outlet device that drains the temporary water pool within 2-5 days,and a length-to-width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90%TSS removal
Post-Development Conditions
Total Drainage Area 27.56 ACRE Value from CAD
Impervious Drainage Area 9.79 ACRE Value from CAD
Impervious Cover 35.5% Impervious Cover-(Impervious Drainage
Area)/(Total Drainace Area)*100%
Elevation of Permanent Pool Surface 16.0 FT Value selected by designer
Depth of Permanent Pool 11.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 5.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 280 FT Value from CAD
Approximate Pond Width 160 FT Value from CAD
(Length:Width Ratio 2:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal 55 Value from chart. Reference:"90%TSS Removal
Required Surface Area=(Required SA/DA
Required Permanent Pool Surface Area 18,608 SF Ratio)*(Total Drainage Area)
(Provided Permanent Pool Surface Area 18,836 SF Interpolated value from stage-storage calculations
Step 2:Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.370 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume(Volume of 55,479 CF 1.5"Runoff Volume=1.0 inch*Rv*1 foot/12
Temporary Pool) inch*(Total Drainage Area)
Volume Below Permanent Pool 95,455 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 150,934 CF Total Volume to be Controlled=(Volume Below
Permanent Pool)+(1.5"Runoff Volume)
Storage Elevation at Required Volume 18.60 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations
MAR 2 1 2019

Step 3: Calculate the required forebay volume(18-22%of total pond volume)and compare to the forebay volume provided.
Total Pond Volume 95,455 CF Value from stage-storage calculations
Required Total Forebay Volume 19,091 CF Forebay Volume=(Total Pond Volume)*20%
(Provided Total Forebay Volume 20,639 CF Value from stage-storage calculations
Provided Forebay Volume:Total Pond Volume 22% (Provided Forebay Volume)/(Total Pond
Voiume)*100%
Step 4: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 3.50 IN Value chosen by designer
Elevation of Outlet Structure 18.60 FT Value chosen by designer
Total Elevation Head Above Orifice 2.60 FT (Total Elevation Head Above Orifice)=(Weir
Elevation)-(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice 0.87 FT Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)J/3-(Storage Elevation at
Required Volume)
Cd,Coefficient of Discharge Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.30 CFS Q=Cd*(Pi)*((Diameter ofOrifrce)*(1 ft/12
in)J^2/4*f2*32.2*(Avenge Head)JM/2
Drawdown Time for 1.5-inch Runoff 2.14 DAYS (Drawdown Time)=(1.0"Runoff Volume)/Q*(1
day/86400 seconds)
+F1 '
MAR 2 1 2019

2
Hawkeswater Phase 1B/1C Pond 3
Stage-Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
16.0 I 18,836 I 0 0 '-Permanent Pool
17.0 21,038 19,937 19,937 �
18.0 23,345 22,192 42,129 1 [ e l?O• Co
mil
19.0 25,732 24,539 66,667
20.0 28,176 26,954 93,621
21.0 30,676 29,426 123,047
22.0 33,233 31,955 155,002
23.0 35,846 34,540 189,541
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
-_ 1,337 0 0 •-Sediment Storage /6CCl0 0,W "64 4
'5.0' 1,864 1,601 1,601 -Bottom Elev.
•6.0' 2,499 2,182 3,782
-7.0• 3,337 2,918 6,700
•8.0 , 4,305 3,821 10,521
•9.0• 5,384 4,845 15,366
•10.0• 6,580 5,982 21,348
-11.0, 7,909 7,245 28,592
•12.0• 9,452 8,681 37,273
•13.0' 11,111 10,282 47,554
•14.0+ 12,875 11,993 59,547
•15.0' 14,752 13,814 73,361
•16.0 ' 18,836 66,863 95,455 '-Permanent Pool
Forebay
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
4.0 217 0 0 '-Sediment Storage
5.0 363 290 290
6.0 545 454 744
7.0 764 655 1,399
8.0 1,018 891 2,290 '-Bottom Elev.
9.0 1,309 3,815 3,815
10.0 1,636 1,473 5,288
11.0 1,999 1,818 7,105
12.0 2,399 2,199 9,304
13.0 2,835 2,617 11,921
14.0 3,306 3,071 14,992
15.0 3,815 3,561 18,552
16.0 4,937 4,376 22,928 'forebay Volume

Project Name: DR water Pond#3 Ph 1 B&1 C P11' `^� T��
Client: DR Horton l� o U N
Project Number 12293.PE ENCINEE R I N o, INC
Prepared By: ATB
Date: 1/22/18
Average Depth Calculation: (Option 2 per Errata)
Pond #3
ABottom Shelf= 14,752 Sf
ABottom Pond= 1,865 Sf
APerm Pool= 18,836 Sf
Depth = 11.0 ft
de„9 = 6.6 ft

GENE
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Hawkeswater Phase 1 B/1 C Pond 3
Stage-Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
Ie 16.0 I 18,836 I 0 0 +Permanent Pool
17.0 21,038 19,937 19,937
18.0 23,345 22,192 42,129
-f P 18.6 24,777 14,437 56,565 F Temporary Pool -Next Riser
19.0 25,732 10,102 66,667
20.0 28,176 26,954 93,621
21.0 30,676 29,426 123,047
22.0 33,233 31,955 155,001
23.0 35,846 34,540 189,541
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
4.0 1,337 0 0 +-Sediment Storage
5.0 1,864 1,601 0 +Bottom Elev.
6.0 2,499 2,182 2,182
7.0 3,337 2,918 5,100
8.0 4,305 3,821 8,921
9.0 5,384 4,845 13,765
10.0 6,580 5,982 19,747
11.0 7,909 7,245 26,992
12.0 9,452 8,681 35,672
13.0 11,111 10,282 45,954
14.0 12,875 11,993 57,947
15.0 14,752 13,814 71,760
Ti) 16.0 18,836 66,863 93,854 +Permanent Pool
Forebay
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
4.0 217 0 0 +-•Sediment Storage
5.0 363 290 0
6.0 545 454 0
7.0 764 655 0
8.0 1,018 891 0 +'Bottom Elev.
9.0 1,309 1,164 1,164
10.0 1,636 1,473 2,636
11.0 1,999 1,818 4,454
12.0 2,399 2,199 6,653
13.0 2,835 2,617 9,270
14.0 3,306 3,071 12,340
15.0 3,815 3,561 15,901
` PP 16.0 4,937 4,376 20,277 +forebay Volume

c; 3 I9
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 6/3/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Phase 3 Pond 2
Attn: Kelly Johnson Project No. 112293.PE
IWe are sending: ❑Originals ®Prints ❑Shop Drawings ® Calculations
The following items:' ❑ Correspondence ® Plans ❑ Specifications // Other as listed below
Quantity Date Dwg.No. Description
1 Updated C-4.0
1 Pond Calculations
Issue Status: ®For Approval ❑As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
'Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
0 Rejected-See Remarks ❑ Approved as Submitted 0 Other
!Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
4/9.
Cc: Signed:
Tim Clinkscales,PE,PLS
jEcEIvE
.f
JUN042019
BY:
y

Hawkswater Phase 3 -Pond#2
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(values set by NC DENR and included here),a forebay that
is approximately 20%of the total pond volume,a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff,an
outlet device that drains the temporary water pool within 2-5 days,and a length-to-width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90%TSS removal
Post-Development Conditions
Total Drainage Area 25.09 ACRE Value from CAD
Impervious Drainage Area 10.61 ACRE Value from CAD
Impervious Cover 42.3% Impervious Cover-(impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 12.0 FT Value selected by designer
Depth of Permanent Pool 11.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 1.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 265 FT Value from CAD
Approximate Pond Width 105 FT Value from CAD
Length:Width Ratio 3:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal 2.10 Value from chart. Reference:"90%TSS Removal
!Required Permanent Pool Surface Area 22,951 SF Required Surface Area=(Required SA/DA
Ratio);'Total Drainage Area)
Provided Permanent Pool Surface Area 25,322 SF Interpolated value from stage-storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.431 IN/IN Rv=0.05+0.009"(%Impervious)
Required 1"Runoff Volume(Volume of 39,217 CF 1.0"Runoff Volume=1.0 inch*Rv*1 foot/12
Temporary Pool) inch*(Total Drainage Area)
Volume Below Permanent Pool 153,374 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 192,591 CF Total Volume to be Controlled=(Volume Below
Permanent Pool)+(1.0"Runoff Volume)
Storage Elevation at Required Volume 13.34 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations
,,,f1,,.:Ii,l1,l,,,,,1„
CAR -.,
11
a EN..
cn
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S. ' '.k•A, 4-cV �• ?OJ , D
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Step 3: Calculate the required forebay volume(18-22%of total pond volume)and compare to the forebay volume provided.
Total Pond Volume 92,887 CF Value from stage-storage calculations
Required Total Forebay Volume 18,577 CF Forebay Volume=(Total Pond Volume)*20%
IProvided Total Forebay Volume 18,979 CF Value from stage-storage calculations
Provided Forebay Volume:Total Pond Volume 20,/0 (Provided Forebay Volume)/(Total Pond
Volume)*100%
Step 4: Verify that time required to drawdown the 1-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 3.00 IN Value chosen by designer
Elevation of Outlet Structure 13.85 FT Value chosen by designer
Total Elevation Head Above Orifice 1.85 FT (Total Elevation Head Above Orifice)=(Weir
Elevation)-(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Elevation at Required Volume)+(Elevation of
Average Elevation Head Above Orifice 0.62 FT Permanent Pool Surface)J/3-(Storage Elevation at
Required Volume)
Cd,Coefficient of Discharge D.60 Value chosen by designer
Q=Cd*(Pi)*((Diameter of Orifice)*(1 ft/12
Q,Flowrate Through Low-flow Orifice 0.19 CFS in)J^2/4*(2*32.2*(Avenge Head)]^1/2
(Drawdown Time)=(1.0"Runoff Volume)/Q*(1
Drawdown Time for 1-inch Runoff 2.45 DAYS day/86400 seconds)

Qh 3 (RNo a
PARAMOUNTE
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 3/18/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Phase 3 Pond 2
Attn: Kelly Johnson Project No. 12293.PE
[We are sending: ❑ Originals ®Prints ❑Shop Drawings ®Calculations
The following items: ❑ Correspondence 1,1 Plans El Specifications ® Other as listed below
Quantity Date Dwg.No. Description
1 Design Narrative
1 Drainage Area with updated lot numbers
1 Hawkeswater Blvd Drainage Area
1 Overall Drainage Area Map
1 Plans(Phase 3 Pond 2)and Portion of Esthwaite Drive that drains to
pond
1 Wet Pond Supplement
1 Pond Certification
Issue Status ►1 For Approval El As Requested ❑ Construction El Bid
❑For Your Use ❑For Review and Comment El Approved as Noted ❑See Remarks
(Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
Cc: Signed: Ai
Tim Clinkscales,PE,PLS
MAR 2 1 2019

04-30-'13 14:17 FROM-DENR Wilmington 910-350-2004 T-756 P0010/0011 F-260
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
1, mod ' °I163(-4) , as a duly registered '1SI'? in
the State of North Carolina,having been authorized to obsery periodic /weekly/full
time)the construction of
o_f the project,
(Project)
for ' -1 1 ✓ ' (Project Owner)hereby state that,to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature Li 3 ,.
�� '�
Registration Number .fit �;? ,�f�' ry
Date h
Wets. re 2 ct {! 3 fit- Z-Y( 3 - fi') ct1,6C641"i
ft14.4 /4-1-41/
f t�1tS:
MAR 21 2019
PansAnf11

04-30-'13 14:17 FROM-DENR Wilmington 910-350-2004 T-756 P0011/0011 F-260
State Stormwatsr Management Systems
Permit No.SWI130412
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
. The drainage area to the system contains no more than the permitted
2 d
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.
23.
The outlet/bypass structure elevations are per the approved plan.
f . The outlet structure is located per the approved plans.�
/7. Trash rack is provided on the outlet/bypass structure.
/; 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.
_ Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
1'14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the
1 5. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
"DECEIVE
MAR 2 1 2019 °'
Pan. lnnfln

�3 J
HAWKSWATER AT THE RIVER
PHASE 204)% 1- W,
,� 3
BRUNSWICK, NC \\t\�� g.
STORMWATER NARRATIVE
Prepared for:
DR HORTON, INC
4073 Belle Terre Blvd.
Myrtle Beach, SC 29579
Prepared by:
PMOT
N E ER I N G. I N C.
5911 Oleander Drive,Suite 201
Wilmington,NC 28403
NC License#:C-2846
Project#12293.PE se!s'
Lf�y
wry.
/1� - Svc' ... `� �\
April 2013 r
fiEcEIVEri A` J
MAR 21 2019
8Y:

HAWKSWATER AT THE RIVER
BRUNSWICK,NORTH CAROLINA
Project#12293.PE
Table of Contents
Design Narrative
Proposed Improvements
Maintenance
Erosion and Sedimentation Control Specification
USDA Soils Map
USGS Map
Page i

DESIGN NARRATIVE
DR Horton, Inc. proposes to develop Hawkswater at the River—Phase 2 in Leland, NC. Phase 2 will
consist of 17.7 acres located within the Hawkeswater at the River development off of previously
constructed Morecamble Blvd and behind Belville Elementary School. The development is off NC 133
just outside of Leland.
Phase 2 consists of 84 multi-family units on the 17.7 acres. The pond shown is sized for 25.12 acres in
permit SW8 060354MOD,this is labeled as Pond#2,Phase 3. The pond was sized using the same criteria
shown in the approved permit, the future development will consist of single family lots that will
submitted for approval upon construction documents being produced.
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 pond via a strorm drainage
system. The runoff will be controlled in the ponds through the use of outlet structures for primary
control and spillways for greater rainfall events.
The impervious area was calculated by taking into the account the roadways, sidewalks, multi-family
units,amenity center and future single family lots. In addition to this requirement,they will be designed
to handle the pre/post requirements from Brunswick County.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated erosion control
devices in accordance with the plans and specifications. In addition, inspection and any necessary
maintenance will be required immediately following any significant storm event. Sediment will need to
be removed from behind silt fencing as described on the Erosion Control Plan. Vegetative cover will be
fertilized and reapplied as necessary to promote a vigorous stand.
Page 1

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART 1-GENERAL
1.1 RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections,apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to prevent the
erosion of soil and the sedimentation of streams, lakes,reservoirs, other water impoundments,
ground surfaces,or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land-disturbing activities, provide
protection covering for disturbed areas.Permanent vegetation shall be established at the earliest
practicable time. Temporary and permanent erosion control measures shall be coordinated to
assure economical, effective, and continuous erosion and sediment control throughout the
construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections—The following Sections contain requirements that relate to this Section:
1. 01011—Existing Underground Utilities
2. 01015—Special Conditions for this Contract
3. 01070—Shop Drawings,Project Data&Samples
4. 02200—Earthwork,Excavation Trenching,and Backfilling
a. 02230—Site Clearing
6. 02240—Dewatering
7. 02485—Seeding General Areas
1.4 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor,conforming to the requirements
of,and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications. The Contractor
shall not allow mud and debris to accumulate in the streets.Should the Contractor pump water
from trenches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.
Page 1

PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching cloth.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide,
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2,6 Silt fence shall consist of non-biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCDOT Class B stone for erosion control.
PART 3-EXECUTION
3.1 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion control practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 15 working days after completion of active construction. All slopes shall be planted
within 21 calendar days after completion of such activity.
3.2 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures.All disturbed areas not
to be paved and left exposed will, within 21 calendar days of completion of any phase of
grading, be planted or otherwise provided with either temporary or permanent ground cover,
devices, or structures sufficient to restrain erosion. All slopes steeper than 3.1 shall be planted
or otherwise provided with either temporary or permanent ground cover,devices,or structures
sufficient to restrain erosion within 21 calendar days.
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract,a ground cover sufficient to restrain
erosion must be planted or otherwise provided within 15 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than 15 calendar
days, the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.
Page 2

PART 4-CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams,creeks,and ditches where practicable.
PART 5-SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. AlI devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly
maintained in place until a structure or paving makes the device unnecessary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute,mesh,etc.should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage swales to restrict movement of
sediment from the site.Straw bales may be required for reinforcement.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1 Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well-pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a, Lime—2 ton per acre
b. Nitrogen—100 pounds per acre
c. PAN—200 pounds per acre
2. Seeding.Disturbed areas along roads and ditches shall be permanently seeded with 10-20
pounds per acre of centipede during the period from March through September.Seeding
performed during the period from April to August shall be temporarily seeded with 40
pounds per acre of German Millet.The permanent vegetative cover will be over seeded at
the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore.
Page 3

5.3 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be Ieft in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410
Page 4

CALCULATIONS

Hawkswater Phase 3 -Pond#2
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(values set by NC DENR and included here),a forebay that
is approximately 20%of the total pond volume,a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff,an
outlet device that drains the temporary water pool within 2-5 days,and a length-to-width ratio of approximately 3:1.
Step is Determine the surface area required for 90%TSS removal
Post-Development Conditions
Total Drainage Area 25.09 ACRE Value from CAD
Impervious Drainage Area 10.61 ACRE Value from CAD
Impervious Cover 42.3% Impervious Cover-(impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 12.0 FT Value selected by designer
Depth of Permanent Pool 11.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 1.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 265 FT Value from CAD
Approximate Pond Width 105 FT Value from CAD
Length:Width Ratio 3:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal 2.10 Value from chart. Reference:"90%TSS Removal
Required Permanent Pool Surface Area 22,951 SF Required Surface Area=(Required SA/DA
Ratio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 25,32226,861 SF Interpolated value from stage-storage calculations
Step 2:Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.431 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume(Volume of 58,825 CF 1.0"Runoff Volume=1.0 inch*Rv*1 foot/12
Temporary Pool) inch*(Total Drainage Area)
Volume Below Permanent Pool 153,630 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled=(Volume Below
Total Volume to be Controlled 212,455 CF Permanent Pool)+(1.0"Runoff Volume)
Storage Elevation at Required Volume 13.99 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations

Step 3: Calculate the required forebay volume(18-22%of total pond volume)and compare to the forebay volume provided.
Total Pond Volume 93,143 CF Value from stage-storage calculations
Required Total Forebay Volume 18,629 CF Forebay Volume=(Total Pond Volume)*20%
'Provided Total Forebay Volume 18,979 CF Value from stage-storage calculations
Provided ForebayLoal Pond Volume 20% (Provided Forebay Volume)/(Total Pond
'" ' TtVolume)*100%
Step 4: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 3.00 IN Value chosen by designer
Elevation of Outlet Structure 14.00 FT Value chosen by designer
(Total Elevation Head Above Orifice)=(Weir
Total Elevation Head Above Orifice 2.00 FT
Elevation)-(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice 0.67 FT Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)y3-(Storage Elevation at
Required Volume)
Cd,Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.19 CFS Q=Cd*(P►)l(Diameter of Orifice)*(1 ft/12
in)J"2/4*f2*32.2*(Averge Head)J"1/2
(Drawdown Time)=(1.0"Runoff Volume)/Q*(1
Drawdown Time for 1.5-inch Runoff 3.53 DAYS
day/86400 seconds)

Hawkeswater Phase 3 Pond 2
Stage-Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area SF Volume(CF) (CF)
12.0 25,332 0 0 Permanent Pool
12.5 29,513 13,711 13,711
13.0 31,028 15,135 28,847
14.0 33,586 32,307 61,154
15.0 36,189 34,888 96,041
16.0 38,818 37,504 133,545
17.0 41,483 40,151 173,695
18.F 44,227 42,855 216,550
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
1.._ 0 0 0 Sediment Storage
2.0 512 256 256 -Bottom Elev.
3.0 887 700 956
4.0 1,829 1,358 2,314
5.0 3,030 2,430 4,743
6.0 6,356 4,693 9,436
7.0 8,451 7,404 16,840
8.0 10,606 9,529 26,368
9.0 13,266 11,936 38,304
10.0 16,217 14,742 53,046
11.0 19,323 17,770 70,816
12.0 25,332 22,328 93,143 -Permanent Pool
13.0 31,028 28,180 121,323
14.0 33,586 32,307 153,630
15.0 36,182 34,884 188,514
16.0 38,818 37,500 226,014
17.0 41,493 40,156 266,170
18.0 44,227 42,860 309,030
19.0 46,961 45,594 354,624
Forebay
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
5.0 0 0 0 Sediment Storage
6.0 1,971 986 986 Bottom Elev.
7.0 2,413 2,192 3,178
8.0 2,891 2,652 5,830
9.0 3,405 3,148 8,978
10.0 3,954 9,885 9,885
11.0 4,538 4,246 14,131
12.0 5,157 4,848 18,979 Forebay Volume

Projec
Client: Name: Hawkswater pARAMou1vTE
Client: dr horton
Project Number: 12293.PE E N O I N E E. R I N 6. I N C.
Prepared By: wuf
Date: 2/1/18
Average Depth Calculation: (Option 2 per Errata)
Pond #2
ABottom Shelf= 15,639 sf
ABottom Pond = 512 sf
APerm Pool = 25,332 sf
Depth = 11.0 ft
davg = 6.1 ft

1
Hydrograph Summary Reppydr WH Hydrographs Extension forAutoCAD®Civil 3D®2009 byAutodesk,Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 9.361 1 730 48,701 -- — — DA#1:PRE
2 SCS Runoff 59.50 1 725 183,275 — ---- — DA#1:POST
3 Reservoir 9.416 1 755 138,472 2 14.79 89,892 POND#1
Phase 3 Pond 2.gpw Return Period: 1 Year Saturday,Apr 6,2013

3
Hydrograph Summary Reppllow Hydrographs Extension for AutoCAD®Civil 3D®2009 by Autodesk,Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 61.45 1 727 219,688 — — — DA#1:PRE
2 SCS Runoff 147.20 1 724 462,292 — — — DA#1:POST
3 Reservoir 62.09 1 736 417,001 2 16.75 164,638 POND#1
I
i
Phase 3 Pond 2.gpw Return Period- 10 Year Saturday,Apr 6, 2013

4
Hydrograph Summary Remitow Hydrographs Extension forAutoCAD®Civil 3D®2009 by Autodesk,Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 91.09 1 727 317,242 — ----- --- DA#1:PRE
2 SCS Runoff 187.75 1 724 595,776 ---- -- DA#1: POST
3 Reservoir 97.20 1 732 550,364 2 17.35 189,872 POND#1
Phase 3 Pond 2.gpw Return Period:25 Year Saturday,Apr 6,2013

5
Hydrograph Summary R@pR ra ow Hydrographs Extension forAutoCAD®Civil 3D®2009 byAutodesk,Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 133.46 1 727 458,549 — ------ ---- DA#1:PRE
2 SCS Runoff 241.60 1 724 776,636 — --- — DA#1:POST
3 Reservoir 164.82 1 729 731,107 2 17.86 211,328 POND#1
Phase 3 Pond 2.gpw Return Period: 100 Year Saturday,Apr 6, 2013

Pond Report
Hydrafiow Hydrographs Extension forAutoCAD®Civil 3D®2009 by Autodesk,Inc.v6.066 Saturday,Apr 6,2013
Pond No. 1 - POND#1
Pond Data
Contours-User-defined contour areas.Average end area method used for volume calculation.Begining Elevation=12.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 12.00 29,011 0 0
1.00 13.00 31,028 30,020 30,020
2.00 14.00 33,586 32,307 62,327
3.00 15.00 36,182 34,884 97,211
4.00 16.00 38,818 37,500 134,711
5.00 17-00 41,493 40,156 174,866
6.00 18.00 44,207 42,850 217,716
7.00 19.00 46,961 45,584 263,300
Culvert!Orifice Structures Weir Structures
• [A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 42.00 3.00 0.00 0.00 Crest Len(ft) = 20.00 3.00 30.00 0.00
Span(In) = 42.00 3.00 0.00 0.00 Crest El.(ft) = 14.80 13.85 17.00 0.00
No.Barrels = 1 1 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
Invert El.(ft) = 12.00 13.00 0.00 0,00 Weir Type = Riser Rect Ciplti -
Length(ft) = 60.00 0.00 0.00 0.00 Multi-Stage = Yes Yes No No
Slope(%) = 0.00 0.00 0.00 nla
N-Value = .013 .013 .013 Na
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a Yes No No TW Elev.(ft) = 0.00
Note CulverVOrifice outtlorva are analyzed under inlet tie)and outlet(cc)control Weir rusts chedced for orifice conditions(ic)and subrnefgence M.
Stage!Storage!Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr WrA Wr B Wr C Wr 0 Exfll User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs ors cfs
0.00 0 12.00 0 00 0.00 - -- 0.00 0 00 0.00 ---- --- 0.000
1.00 30,020 13.00 0.00 0.00 - --- 0.00 0.00 0.00 - - 0-000
2.00 62,327 14 00 0.821c 0-22 is - - 0.00 0-58 0.00 - - 0 801
3.00 97,211 15.00 18.56 ic 0.28 is - --- 5.96 12.32 0.00 --- - - 18 56
4.00 134,711 16.00 38.14 ter+ 0.05 ic - -- 29.57 s 8.51 s 0.00 --- - - 3813
5.00 174,866 17.00 68.48 oc 0.051c - --- 55.88 s 12 52 s 0.00 - -= 88-45
6.00 217,716 18.00 89.16 cc 0.04 is - - 74.22 s 14.88 s 99.90 - -.- --- 189.04
7.00 263,300 19.00 105.81 cc 0.04 is - -- 88.98 s 16 76 s 282.56 --- --- - 388.33

Project Name: Hawkswater Pond 2-Ph-3 p w
Client: DR Horton PARAM UN E
Project Number: 12293.PE E N 0 i N e s R IN , ,.. =
Prepared By: TGC
Date: 4/6/13
Basin: DA#1 [PRE] Drainage area= 25.12 acres= 0.04 mi2
Curve Number
HSG: A B C D Sum
of Basin 65.0 0.0 0.0 35..0 100.•0
Land Use %of Basin CN A CN B CN C CN D Weighted CN
Woods-Fair 22.2 36 60 73 79 11.33
Brush-Poor 77.8 48 67 77 83 46.87
Sum: 100.0 Sum: 58.2
Curve numbers taken from: TR-55 Use: 58
= values input by user
= values calculated by spreadsheet

Project Name: Hawkswater Pond 2-Ph-3 Client: DR Horton PARAMOUNTE
Project Number. 12293.PE C N a I C R I N . , N
Prepared By: TGC
Date: 4/6113
Basin: DA#1 [PRE] Drainage area= 25.12 acres = 0.039 mi2
Time of Concentration
Overland Flow
Hydraulic Length = 850 ft.
Slope= 1 %
Ground Cover Unpaved
TR-55 Tc Worksheet Results 9 min.

Project Name: Hawkswater Pond 2-Ph-3 .t`iM J PAS A ATE
Client: DR Horton
Project Number 12293.PE . N o a t., c e re N o. , N +C.
Prepared 8y: TGC
Date: 4/6113
Basin: DA#1 [POST] Drainage area= 25.12 acres= 0.039 mij
Curve Number
--
MSG: A B C D Sum
%of Basin 65.0 0.0 0.0 35.0 100.0
Land Use %of Basin CN A CN B CN C CN D Weighted CN
Impervious 60..0 98 98 98 98 58.80
Open Space-Good 30.0 49 61 74 80 17.96
Woods-Fair 10.0 36 60 73 79 5.11
Sum: 100.0 Sum: 81.86
Curve numbers taken from: TR-55 Use:J 82 I
= values input by user
= values calculated by spreadsheet

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4 UTLET PROTECTION DATE DESIGN PHASE
>-IGN 04/05/13 PRELIM
-_ • AME PROJECT NO CONSTR X
Hawjeswater on the River-Phase II REVISION
LOCATION BY RECORD
Leland NC JAR OTHER
ADDITIONAL INFORMATION CHECKED
HHEKED BY (SPECIFY)
TMC
Storm Outlet Structure
Pipe No.= 1 Discharge Offsite Qio/Qfull= 0.87
Pipe Dia= 42 in VNfull= 1.12
Q10= 62.09 cfs V= 8.3 fps k
Qfull= 71.14 cfs
Vfull= 7.38 fps
From Fig. 8.06.b.1: Zone =I 21
From Fig.8.06.b.2: Dso = 8 in
pMAX = 12in
r .
n;g r4 l.. Riprap Class = B
. :y: Apron Thickness = 18 in
P a La,Apron Length = 21.0 ft'''''s; : . g A, Upstream Width=3xDia = 10.5 ft
`" :. W, Downstream Width = 24.5 ft
Outlet Velocity Dissipator PAGE 1 OF 1

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Hawkeswater Phase 3 Pond 2
Stage-Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
12.0 25,332 I 0 0 +Permanent Poo!
12.5 29,513 13,711 13,711
13.0 31,028 15,135 28,847
14.0 33,586 32,307 61,154
15.0 36,189 34,888 96,041
16.0 38,818 37,504 133,545
17.0 41,483 40,151 173,695
18.0 44,227 42,855 216,550
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
1.0 0 0 0 +-Sediment Storage
2.0 512 256 0 +Bottom Elev.
3.0 887 700 700
4.0 1,829 1,358 2,058
5.0 3.030 2,430 4,487
6.0 6,356 4,693 9,180
7.0 8,451 7,404 16,584
8.0 10,606 9,529 26,112
9.0 13,266 11,936 38,048
10.0 16,217 14,742 52,790
11.0 19,323 17,770 70,560
12.0 25,332 22,328 92,887 +-Permanent Pool
13.0 31,028 28,180 121,067
'(e 14.0 33,586 32,307 153,374
15.0 36,182 34,884 188,258
16.0 38,818 37,500 225,758
17.0 41,493 40,156 265,914
18.0 44,227 42,860 308,774
19.0 46,961 45,594 354,368
Forebay
Cumulative
Contour incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
5.0 0 0 0 a-Sediment Storage
6.0 1,971 986 0 *Bottom Elev.
7.0 2,413 2,192 2,192
8.0 2,891 2,652 4,844
9.0 3,405 3,148 7,992
10.0 3,954 9,885 9,885
11.0 4,538 4,246 14,131
` 12.0 5,157 4,848 18,979 +forebay Volume

Qh3/ c N os
3 C0
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 6/3/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Phase 3 Pond 4 and
6
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending. El Originals ®Prints El Shop Drawings ®Calculations
[The following items: El Correspondence ® Plans ❑ Specifications cI Other as listed below
Quantity Date Dwg.No. Description
1 Plans
1 Pond Calculations Pond 4 and 6
1 Updated Supplements Pond 4 and 6
Issue Status: ®For Approval ❑As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted El See Remarks
lAction Taken: El No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
El Rejected• See Remarks El Approved as Submitted ❑ Other
Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
Cc: Signed:
Tim Clinkscales,PE,PLS
EWE
I
JUN 0 4 2019

Pr3 /POMQ
PARA MOUN
T
E N G 1 IV E E R I N G, 1 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 ( 0 ) 9 1 0 - 7 9 1 - 6 7 6 0 ( F )
LETTER OF TRANSMITTAL
To: ! NCDENR-Stormwater Date 3/18/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Phase 3 Pond 4 and
6
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑Originals ®Prints ❑Shop Drawings ® Calculations
The following items: ❑Correspondence ® Plans ❑ Specifications I Other as listed below
Quantity Date Dwg.No. Description
1 Deed Restrictions
1 Design Narrative
1 O&M Agreement
1 Plans
1 Wet Pond Supplements(Pond 4 and Pond 6)
1 1
Issue Status: I'il For Approval ❑As Requested ❑ Construction 0 Bid
e
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
lAction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
Cr: Signed: 41Z-----
Tim Clinkscales,PE,PLS
f ECE IV ET.
.. 1 11 II
MAR 2 1 2019 i.:,,,,

� h3
6(15 1[-alp
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
Prepared by:
PITE
ENGINEERING INC
122 Cinema Drive
Wilmington, NC 28403
NC License#:C-2846 \\\AO' vfir
a SEAL 9r:
Project#12293.PE � 04382o
August 2017 ion i ti Bern
rflECEIVE
Li MAR 2 1 2019

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 34 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

Hawkswater Phase 3B -Pond#4
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(values set by NC DENR and included here),a forebay that
is approximately 20%of the total pond volume,a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days,and a length-to-width ratio of approximately 3:1.
Step 1:Determine the surface area required for 90%TSS removal
Post-Development Conditions
Total Drainage Area 6.900 ACRE Value from CAD
Impervious Drainage Area 3.790 ACRE Value from CAD
Impervious Cover 54.93% impervious Cover-(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 8.0 FT Value selected by designer
Depth of Permanent Pool 4.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 4.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 273 FT Value from CAD
Approximate Pond Width 90.0 FT Value from CAD
ILength:Width Ratio 3:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal 6.30 Value from chart Reference:"90%TSS Removal
Required Surface Area=(Required SA/DA
Required Permanent Pool Surface Area 18,936 SF Ratio)*(Total Drainage Area)
'Provided Permanent Pool Surface Area 23,440 SF Interpolated value from stage-storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.544 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume(Volume of 20,451 CF 1.5"Runoff Volume=1.5 inch*Rv*1 foot/12
Temporary Pool) inch*(Total Drainage Area)
Volume Below Permanent Pool 66,129 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 86,580 CF Total Volume to be Cont olfed=(Volume Below
Permanent Pool)+(1.5"Runoff Volume)
Storage Elevation at Required Volume 8.85 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations

Step 3: Calculate the required forebay volume(18-22%of total pond volume)and compare to the forebay volume provided.
Total Pond Volume 66,129 CF Value from stage-storage calculations
Required Total Forebay Volume 11,903 CF Forebay Volume=(Total Pond Volume)*18%
'Provided Total Forebay Volume 12,839 CF Value from stage-storage calculations
Provided Forebay Volume:Total Pond Volume 19.4% (Provided Forebay Volume)/(Total Pond
Voiume)'100%
Step 4a: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 2.50 IN Value chosen by designer
Elevation of 1.5"Water Surface Staging 8.85 FT As calculated above
Head(Ho) 0.74 (Ho)=(1.5"Storm Staging Elev)-(Centroid of orifice
elevation)
Driving Head for Orifice Equation(Hol3) 0.25 FT Ho/3
Cd,Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.08 CFS Q=Cd*(P►)*((Diameter of Orifice)*(1 ft/12
in)j^2/412*32.2*(Driving Head))M2
(Drawdown Time)=(Required Runoff Volume)/Q*(1
Drawdown Time for Req'd WQV 2.90 DAYS day/86400 seconds)
Step 4B: Verify that time required to drawdown the provided runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 2.50 IN Value chosen by designer
Elevation of Outlet Structure 9.20 FT Value chosen by designer
Head(Ho) 1.10 FT (Ho)=(Weir Elev)-(Centroid of orifice elevation)
Driving Head for Orifice Equation(Ho/3) 0.37 FT Ho/3
Cd,Coefficient of Discharge 0.6 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.10 CFS Q=Cd*(P,)*f(DiameterofOrifice)*(1 ft/12
(Drawdown Time)=(Provided Runoff Volume)/Q*(1
Drawdown Time for Req'd WQV 3.50 DAYS day/86400 seconds)

Hawkeswater Phase 3 Pond 4
Stage-Storage Calculations for Proposed Wet Detention Pond
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
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
•3.0 0 0 0 •-Sediment Storage /6-41(C.A.,
4.0 11,962 0 0 *Bottom Elev.
•5.0 13,926 12,944 12,944
•6.0 16,075 15,001 27,945
•7.0 18,427 17,251 45,196
• 8.0 23,440 20,934 66,129 •-Permanent Pool
Forebay
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
3.0 1,009 - - •-Sediment Storage
4.0 1,550 0 0 •-Bottom Elev.
5.0 2,204 1,877 1,877
6.0 2,978 2,591 4,468
7.0 3,884 3,431 7,899
8.0 5,995 4,940 12,839 •forebay Volume

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Hawkswater Phase 3B -Pond#6
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(values set by NC DENR and included hem),a forebay that
is approximately 20%of the total pond volume,a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff,an
outlet device that drains the temporary water pool within 2-5 days,and a length-to-width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90%TSS removal
Post-Development Conditions
Total Drainage Area 1.100 ACRE Value from CAD
Impervious Drainage Area 1.481 ACRE Value from CAD
Impervious Cover 57.07% Impervious Cover-(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 6.0 FT Value selected by designer
Depth of Permanent Pool 5.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 1.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 180 FT Value from CAD
Approximate Pond Width 85 FT Value from CAD
Length:Width Ratio 2.1:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal Value from chart. Reference:"90%TSS Removal
Required Permanent Pool Surface Area 15146 SF Required Surface Area=(Required SA/DA
' Ratio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 15,253 SF Interpolated value from stage-storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.564 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume(Volume of 18,719 CF 1.5"Runoff Volume=1.5 inch*Rv*1 foot/12
Temporary Pool) inch*(Total Drainage Area)
Volume Below Permanent Pool 34,264 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 52,983 CF Total Volume to be Controlied=(Volume Below
Permanent Pool)+(1.5"Runoff Volume)
Storage Elevation at Required Volume 7.15 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations

Step 3: Calculate the required forebay volume(18-22%of total pond volume)and compare to the forebay volume provided.
Total Pond Volume 47,716 CF Value from stage-storage calculations
Required Total Forebay Volume 8,589 CF Forebay Volume=(Total Pond Volume)*18%
'Provided Total Forebay Volume 8,918 CF Value from stage-storage calculations
Provided Forebay Volume:Total Pond Volume 18.7% (Provided Forebay Volumey(Total Pond
Volume)*100%
Step 4A: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 2.00 IN Value chosen by designer
Elevation of 1.5"Water Surface Staging 7.15 FT As calculated above
Head(Ho) 1.07 FT (Ho)=(1.5"Storm Staging Elev)-(Centroid of orifice
elevation)
Driving Head for Orifice Equation(Ho/3) 0.36 FT Ho/3
Cd,Coefficient of Discharge Value chosen by designer
Q=Cd*(P,)*((Diameter of Orifice)*(1 ft/12
Q,Flowrate Through Low-flow Orifice 0.06 CFS n
in)]2/4(2*32.2 (Driving Head)] 12
(Drawdown Time)=(Required Runoff Volume)/Q*(1
Drawdown Time for Req'd WQV 3.45 DAYS day/86400 seconds)
Step 4B: Verify that time required to drawdown the provided runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 2.00 IN Value chosen by designer
Elevation of Outlet Structure 7.50 FT Value chosen by designer
Head(Ho) 1.42 FT (Ho)=(Weir Elev)-(Centroid of orifice elevation)
Driving Head for Orifice Equation(Ho/3) 0.47 FT Ho/3
Cd,Coefficient of Discharge 0.6 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.07 CFS Q=Cd*(P,)'f(Diameter of Orifice)*(1 ft/12
Drawdown Time for Req'd WQV 3.98 DAYS (Drawdown Time)=(Provided Runoff Volume)/Q*(1
day/86400 seconds)

Hawkeswater Phase 3 Pond 6
Stage-Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
6.0 15,253 0 0 4-Permanent Pool
7.0 16,803 16,028 16,028
8.0 18,408 17,606 33,634
9.(' ')0,071 19,240 52,873
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF) / e A�� d
•0.0 4,614 0 0 Sediment Storage -`
•1.0 5,771 0 0 4-Bottom Elev.
'2.0 7,064 6,418 6,418
•3.0 8,480 7,772 14,190
•4.0 10,009 9,245 23,434
•5.0 11,651 10,830 34,264
.6.0 15,253 13,452 47,716 Permanent Pool
Forebay
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
0.0 311 - Sediment Storage
1.0 597 0 0 -Bottom Elev.
2.0 962 780 780
3.0 1,393 1,178 1,957
4.0 1,881 1,637 3,594
5.0 2,426 2,154 5,748_
6.0 3915 3,171 8,918 •-Forebay Volume

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Wet Pond [Pond 4]
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
9.2 26,286 5,209 29,830 -TP
10.0 28,221 21,803 51,633
11.0 30,696 29,459 81,091
12.0 33,228 31,962 113,053 +-fop 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 13,100 12,415 23,489
7.0 15,550 14,325 37,814 +Bottom of Shelf
8.0 17,445 16,498 54,311 +Permanent Pool
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

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Wet Pond [Pond 6]
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
7.5 17,605 8,602 24,630
8.0 18,408 9,003 33,633
9.0 19,954 19,181 52,814 +Top of Pond
Stage/Storage Main Pond
Cumulative
Contour Incremental Volume, S
Contour Area (SF) Volume (CF) (CF)
0.0 4,300 0 0 +-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

PARAMOUNTE
`"r
ENGINEERING , f�I
122 CINEMA DRIVE I JUN0
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 ) ilY=
LETTER OF TRANSMITTAL
To: NCDENR-Stormwater Date 6/3/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification
Attn: Kelly Johnson Project No. 12293.PE
[We are sending: ❑ Originals ®Prints ❑Shop Drawings /1 Calculations
The following items: ❑ Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
1 Package of overall submittal
1 Package of Phase 1 Pond 3 submittal
1 Package of Phase 3 Pond 2 submittal
1 Phase 3 Pond 4 and 6 submittal
Issue Status: ®For Approval 0 As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted El See Remarks
'Action Taken: ❑ No Exceptions Taken 0 Make Corrections Noted ❑ Amend&Resubmit
O Rejected-See Remarks ❑ Approved as Submitted 0 Other
'Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
Cc; Signed
Tim ca s,PE,PLS

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 6/3/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Overall
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending: El Originals /1 Prints ❑Shop Drawings Calculations
The following items:[ ❑Correspondence ® Plans 0 Specifications ® Other as listed below
Quantity Date Dwg.No. Description
1 ATTACHMENT B SPREADSHEET
1 DRAINAGE AREA MAP PHASE 3
1 UTILITY RECORD DRAWINGS PHASE 1 POND1/POND2
1 DEED RESTRICAONS
1 DRAINAGE AREA MAP FROM 4/30/13 APPROVAL
1 APPROVED 4/30/13 PERMIT
Issue Status: ®For Approval ❑As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment El Approved as Noted El See Remarks
'Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks 0 Approved as Submitted ❑ Other
[Remarks:
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
Cc: Signed:
Tim Clinkscales,PE,PLS
ti
JUN0M 2019

8415� ea_�e,9
iLt1!!i!r
f � . 3PROP
Brunswick County,
,etu Ty• �._
_Re� Int. rift
Ck$ Ck a4 Cash$
Refund Cash$ Finance
by andreturn to: Portions of document are illegible due to condition
PreparedMichael R.Ganley,Attorney,Bagwell Holt Smith P.A. of original.
111 Cloister Court,Ste.200,Chapel1 Devilment contains seals verified byoriginal
Hill,NC 27514
lristtvrhsnt'',m c'r-„?i be eoroduced or copied.
Horton's Address:
131 Racine Drive,Suite 201,Wilmington,NC 28403
FOURTH AMENDMENT TO DECLARATION FOR
HAWKESWATER AT THE RIVER SUBDIVISION
This Fourth Amendment to Declaration for Hawkeswater at the River Subdivision(this"Fourth
Amendment")is made this Al si day of siwunit"( ,2019,by D.R.HORTON,INC.,a Delaware
corporation,hereinafter roftimd to as"Horton." Horton states and declares as follows:
A. Hawkeswater I, Development, Inc., a North Carolina corporation, Hawkeswater II
Development,Inc.,a North Carolina corporation,Hawkeswater III Development,Inc.,a North Carolina
corporation,and Riverside Land Holdings,LLC,a North Carolina limited liability company(collectively,
the "Original Declarant") previously made that certain Declaration of Covenants Conditions and
Restrictions for Hawkeswater at the River Subdivision recorded in Book 2745 Page 986, Brunswick
County Register of Deeds,as modified by:(i)that First Amendment to the Declaration of Hawkeswater at
the River Subdivision of record at Book 3380 Page 1230,Brunswick County Register of Deeds;(ii)that
Annexation Declaration for Hawkeswater at the River Subdivision of record at Book 3493 Page 659,
Brunswick County Register of Deeds(the"Annexation Declaration");(iii)that Second Amendment to the
Declaration of Hawkeswater at the River Subdivision of record at Book 3550 Page 465, Brunswick
County Register of Deeds; and(iii)that Third Amendment to the Declaration of Hawkeswater at the
River Subdivision of record at Book 4113 Page 749,Brunswick County Register of Deeds(collectively,
as amended and restated,the"Declaration").
B. All of the real property currently subject to the Declaration(the"Subject Property")was
originally owned and held by the Original Declarant for the purpose of developing it into Hawkeswater at
the River Subdivision(the"Subdivision").
C. All of the Subject Property was conveyed by the Original Declarant to trustees for the
benefit of Cooperative Bank,a North Carolina bank,by Deeds of Trust of record at Book 2579 Page 889,
Book 2605 Page 1340,Book 2606 Page 37,Book 2606 Page 72 and Book 2606 Page 106,Brunswick
County Registry(collectively,the"Development Loan Deeds of Trust"),as collateral for a loan or loans,
the proceeds of which were to be used in the development of the Subdivision (collectively, the
"Development Loan"). Subsequently,all of the assets of Cooperative Bank,including the Development
Loan and the Development Loan Deeds of Trust,were acquired by First Bank,a North Carolina Bank.
_
JUN042019
BY; �__._

PffiJ(U'iLWff)lki!IJI!ii
155 • Cl 19
Deeds Pape z or a
' Subsequent to that acquisition,foreclosure proceedings were instituted under all of the Development Loan
Deeds of Trust,which proceedings are of record at 11-SP-1620, 11-SP-1621, 11-SP-1622, 11-SP-1623
and 11-SP-1624, Office of the Brunswick County Clerk of Superior Court (collectively, the
"Development Loan Foreclosures").
D. Pursuant to the Development Loan Foreclosures,First Troy SPE,LLC,a wholly owned
subsidiary of First Bank,acquired all of the Subject Property other than certain individual residential lots
within the Subdivision that had been released from the liens of the Development Loan Deeds of Trust in
the ordinary course of business. All of the property acquired by First Troy SPE,LLC pursuant to the
Development Loan Foreclosures is hereinafter collectively referred to as the"Remaining Development."
E. Subsequently,by Deed of Record at Book 3334 Page 510,Brunswick County Registry,
First Troy SPE,LLC conveyed all of the Remaining Development to Horton,and Horton thereby became
successor in interest to the Original Declarant in all of the Remaining Development.
F. Section 7 of Article I of the Declaration defines the "Declarant" as the Original
Declarant, or any successor in interest to the Original Declarant in any undeveloped portion of the
Subdivision or any Lots within the Subdivision"not previously disposed of"by the Original Declarant.
Accordingly,upon its acquisition of all of the Remaining Development,Horton became the"Declarant"
under the Declaration.
G. Article V, Section 3(f)of the Declaration expressly allows the Declarant to amend the
Declaration without Member approval to conform this Declaration to the requirements of any
governmental agency having legal jurisdiction over the Property during the Declarant Control Period.
H. The Declarant Control Period has not yet terminated.
I. Horton now desires to amend the Declaration to conform the Declaration to the
requirements of the State of North Carolina,Division of Water Quality.
• NOW THEREFORE,the Declaration is hereby amended as follows:
1. The first sentence of the second paragraph of Article VII,Section 4 of the Declaration is
deleted ih its entirety and laced with the following:
1
The maximum allowable built-upon area for Lot 6 through Lot 14,inclusive,Lot 16,Lot
18 and Lot 31 through Lot 80,inclusive,in Phase 1B/1C is 3,844 square feet per Lot.The
maximum allowable built-upon area for Lots in Phase 3 Section 2C,except for Lot 3272,
Lot 3275,Lot 3276,Lot 3278 through Lot 3280,inclusive,Lot 3287,Lot 3302 through
Lot 3305,inclusive,Lot 3310 through Lot 3314,inclusive,Lot 3316,Lot 3317,and
3324,is 3,768 square feet per Lot.Except as stated herein,the maximum allowable built-
• ' 4, 00 f Lot.
2. Except as amended herein, all terms and provisions of the Declaration remain
unmodified. As amended herein,the Declaration remains in full force and effect

v 4 ,
02 19-2019
IIIIIIIIIIIIIIIIIIIINII'IIOI1111ill ? � :zs. ti
• Brunswick County, C Register of Deeds page 3 of 3
IN WITNESS WHEREOF,the Horton has caused this Fourth Amendment to be executed as of
the date first stated above.
D.R.HORTON,INC.;
a Delaware corporation
By:
a Na
Nme: ({ El. Lo1RLoNQ
Title: via PCSPOGil'
STATE OF /')Ott CARA.iWA
COUNTY OF eJ El) iv,loaf it.
I, ;M AAA Al ? ,a Notary Public of the County and State aforesaid,certify
that M I c.14 .4 L.Leta te,lo personally appeared before me this day and acknowledged that he is a
Nits' President of D.R.Horton,Inc.,a Delaware corporation,and that he,being duly authorized
to do so,executed the foregoing for and on behalf of said corporation.
Witness my band and official stamp or seal,this.2t sr day of SPUJ,1aR ic ,2011.
F ►N
NOTARY S•: OMR
�j. "..45:Signature of N blic
pil laG My Commission Expires: O q/1"1�i&ln
•
6 1
4:1
4bVER
1

Atop le'rfo *1
?12.59a tv5e.
Pt [ E
N G I N E E R I N G. I N G.
May 23, 2019
NCDEQ—Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington,NC 28405
Attn: Kelly Johnson
RE: Hawkeswater—Request for Additional Information
Dear Mrs. Johnson,
On behalf of DR Horton, we are submitting a response to your comments emailed May 20th,
2019. Please find your comments listed below with our response provided in bold.
1) Modifications are proposed for four ponds:
a) Phase 1/Pond 3:
i) Rule: Which rule is this pond being designed under(1995, 2008 or 2017)? It was
most recently designed to the 1995 rule,but the pond appears to have been redesigned
under the 2008 rule. (The impervious is not increasing, and the surface area of the
permanent pool is not increasing such that it does not appear that you are increasing
the size of the SCM.) But, this project is using the 1.5"design storm, the 2008
Average Depth formula#2, and the 2008 percentage for forcbay volume(18-22%).
(If you are opting to use the 2008 design and the associated Average Depth formula
#2 then please clarify the elevation of the bottom of the shelf and ensure that the top
of the sediment elevation is at 5.0ms1.)
• This pond is designed using the 2008 rules,the sediment storage has been
taken into account
ii) It appears from the plans that the excavated depth is at 4.0ms1 with a 1 ft sediment
storage elevation such that the top of the sediment is at 5.0msl. Please do not count
the volume of the pond between 4.0ms1 and 5.0ms1 in the calculations because that
area is intended to be preserved for sediment storage. [.1053(3)
• This has been corrected and shown on the updated stage storage chart
iii) The Temporary Pool is at 18.6msl. The calculations show surface areas for 18.0ms1
and 19.0ms1. Please show the surface area of the temporary pool at 18.6msl. (I
interpolated the surface area of the pond(main+ forebay) to be 24,777sf.
[.1042(2)(f)] LAE "
• L his added to the stage storage chart
JUN042019
BY: ___
N N f1 —z m g D 0 A — < m' E — r 3 — Z 0 1 0 Z - Z 0 N o1 A 0 t,1
V I " "10 0 " d 10 — ' N .1 0 .1 .,1 > X .. "N — 0 — .1 10 ' 01 .1 P O

PARAMOUNT
E
ENGINEERING, I N C.
iv) Please submit a second set of plans. [.1042(2)(g), .1042(2)(h), .1042(2)(i),
.1042(2)(m), and .1050(16)]
•
v) Please show the drainage area on the plans. [.1042(2)(g)(ii), .1002(15), and
.1002(38)]
• DA map added
b) Phase 3/Pond 2:
i) Elevations: The plans show that the excavated depth(the bottom of the sediment
storage) is at 4.0ms1 in both the main pond and the forebay, but the calculations show
that the excavated depth in the main pond is at 1.0ms1 in the main pond and at 5.0ms1
in the forebay. Please make any necessary corrections.
• Calculations updated to reflect such
ii) Rule: I have not checked the pond design pending verification of the depths. But,
please clarify which rule the pond is intended to be designed under(I believe it is
1995?) and ensure that it is designed under a single set of regulations.
• All under 1995 rules
iii) Please submit a second copy of Sheet C-4.0. [.1042(2)(g), .1042(2)(h), .1042(2)(i),
.1042(2)(m), and .1050(16)]
• Noted
c) Phase 3/Pond 4:
i) 2017 Rule: The impervious area increased and so this pond should be designed under
the 2017 Rule. But, it appears that this project uses the 2008 forebay percentage, 18-
22% of the whole permanent pool. Please ensure that the pond is designed to a single
set of regulations. Since the pond is constructed, please provide justification if the
forebay is too big. [.1053(5)(a)]
• The pond was done initially under 2008 rules but now under 2017 rules, since
done multiple times, sent the wrong spreadsheet depicting the 2008 rules
before, submitted the 2017 rule spreadsheet along with supplement. We are
below the 20% for the forebays
N N C3 -Z N 3 > 0 ZI P1 * - r 3 - Z GI -1 O Z ' Z n N W A O W

pARAmouNTE
ENGINEERING, I N C.
ii) Temporary Pool:
(1) The calculations show that the"elevation of the 1.5"water surface stage"is
8.85ft. Is this intended to be the Temporary Pool Elevation?
• 9.2 is the temporary pool which represents the next outlet elevation
(2) The Temporary Pool is at 8.77ms1 per the plans' cross section. The calculations
show surface areas for 8.0ms1 and 9.0ms1. Please show the surface area of the
temporary pool at 8.77ms1. (I interpolated the surface area of the pond(main+
forebay) to be 25,259sf. [.1042(2)(f)]
• Since 9.2 is the next highest outlet—the surface area at that elevation is
26,286 as shown on stage storage calculations.
(3) The next available outlet above the permanent pool is 9.2ms1. Is that intentional
or should that be 8.77ms1 on the outlet structure detail? Please make any changes
the drawdown if they are needed.
• The 8.84 is the theoretical temporary pool out 9.2 is the next outlet, all
calculations reflect the 9.2 with the detail showing the theoretical elevation
(4) The supplement shows that the Temporary Pool is at"9ms1." If a rounding
correction is needed,please make that correction.
• Based on the format of the spreadsheet, it did not show the tenths,this has
been created and part of the package
iii) Please submit a second set of plans. (Ph3/Ponds 4 and 6 are on the same set of plans.)
[.1042(2)(g), .1042(2)(h), .1042(2)(i), .1042(2)(m), and .1050(16)]
• Noted
d) Phase 3/Pond 6:
i) 2017 Rule: The impervious area increased and so this pond should be designed under
the 2017 Rule. But, it appears that this project uses the 2008 forebay percentage, 18-
22%of the whole permanent pool. Please ensure that the pond is designed to a single
set of regulations. Since the pond is constructed, please provide justification if the
forebay is too big. [.1053(5)(a)]
• All comments same as Pond 4
N N l7 -z m ; > O A - < m- ¢ - r 3 - Z GI '1 U Z " Z O N m A O W
I •• "N - O " .1 ;D -• .1 O J "1 > X " ";0 O .1 N - N .1 Q% 0

PARAMOUNTE
ENGINEERING, I N C.
ii) Temporary Pool:
(1) The calculations show that the"elevation of the 1.5"water surface stage" is
7.15ft. Is this intended to be the Temporary Pool Elevation?
• Theoretical elevation
(2) The Temporary Pool is at 7.16msl. The calculations show surface areas for
7.0ms1 and 8.0msl. Please show the surface area of the temporary pool at
7.16msl. (I interpolated the surface area of the pond(main+ forebay)to be
17,060sf. [.1042(2)(f)]
• The 7.5 surface area provided
(3) The next available outlet above the permanent pool is 7.5ms1. Is that intentional
or should that be either 7.15 or 7.16ms1 on the outlet structure detail? Please
make any changes the drawdown if they are needed.
• Using the 7.5 next outlet
iii) Please submit a second set of plans. (Ph3/Ponds 4 and 6 are on the same set of plans.)
(Ph3/Ponds 4 and 6 are on the same set of plans.) [.1042(2)(g), .1042(2)(h),
.1042(2)(i), .1042(2)(m), and .1050(16)]
• Noted
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PARAMOUNT
E
ENGINEERING , I N C.
2) Attachment B:
a) Phase 3/Pond 3: Please provide the following data for the pond which was omitted from
the table:
i) Sub-Phase
• This phase was not constructed, it is berm with no impervious
b) Potential Typos:
i) Phase 3/Pond 1: Please double check the data for Ph3/Pond 1 (which isn't being
modified in this modification). It shows that there are 63 lots (1-7, 130-154 & 156-
186) at 4,500sf/lot. That totals 283,500sf for the buildings/lots. However, the
buildings/lots in the Attachment B shows only 269,636sf?
• fhe Attach B updated, I can only go by as-built information and walking the
site, the impervious numbers for Phase 1 Pond 1 and 2 were based on petinit
approved on 4/30/13 by Cape Fear Engineering. I have placed the record-
drawings that show the breakline for the grades and stormdrainage to these
two ponds, these are the impervious numbers provided in the chart. Both
building areas are less than in the permit. Based on all lots having 4500 sf per
lot in the neighborhood besides the ones we have modified, I cannot see where
the 4/30/13 numbers were originated but again shown less than shown for the
buildings/lots. In the chart, the numbers in parenthesis are the new numbers,
have added such for the future to make the total the same. For this phase, the
actual building impervious is 265,000 sf which is below the 269,636 sf,
therefore the ponds are sized for the impervious that are draining toward it.
ii) Phase 3/Pond 5: Please double check the data for Ph3/Pond 5 (which isn't being
modified in this modification). It shows that there are 36 lots (3231-3272) at
4,500sf/lot. However,this appears to be 42 lots. Attachment B shows that there is
162,000sf of buildings/lots for this pond but if there are 42 lots at 4,500sf/lot would
be 189,000sf?
• Mistake on lot numbering on last submittal, the same number of lots which is
36 drain to pond, Lots 3256-3260 not part of this pond drainage area
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PARA MOUNTE
ENGINEER I N G, I N C.
iii) Phase 3/Ponds 4 and 6 (Treating Phase 3A Section 2B): The table shows the
following lots per pond. There appears to be a typo as shown in italics. This range of
lot numbers would encompass most of the others in this phase.
Ph3/Pond
4 Ph3/Pond 6
3273-3283 3284-3301
3303-3317 3227-3318
3328-3332
• The lot numbers have been updated to reflect all draining to such. A few lots
on the drainage area boundary have been split as the grading suggest. The
calculations have not changed just verified lot numbers for attachment B
iv) Other Ponds: I have not checked all of the ponds' data. I just happened to notice that
these values didn't add up. Please double check all of the numbers so that no other
issues come up. This modification will cover the changes summarized in Item 1
above. If the data inconsistencies for Ph3/Pond 1, Ph3/Pond 5 or any other ponds are
not typos, then they will need to be addressed in a future permit modification.
• All double checked
v) Rule Subject: This line will be updated for the appropriate ponds based on the
response to this letter.
• All reflect rule being used
vi) Attachment C: I have split the BUA/lot information out into a separate attachment,
Attachment C, in order to simplify Attachment B.
• Noted
3) Plans in Full Set:
a) When we met on March 21 st, we went through the currently-permitted plan sheets to
determine which ones would continue to be permitted after the pending approval and
which ones were intended to be replaced. In addition to the plans for the four ponds
currently in review, the following is a list of plan sheets that were to continue to be kept
in the permitted plan set:
i) Approved 4/30/13: Cover, SW-1, SW-2, SW-3, SW-5 (Keep the area circled in red.),
P-1 (Keep Phl/Pondl and Phl/Pond 2. Replace Phl/Pond 3.), P-2 (Keep Ph3/Pondl.
Replace the rest.), P-3 (Ph3/Pond7. Replace the rest.), and D-1. (Note, SW-4 is to be
replaced by pending Ph3/Pond 2's design.)
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E N G I N E E R I N C. I N C.
•
ii) Approved 10/16/18: Cover, C-1.0, C-2.0, C-4.0, C-4.1, C-6.0, C-7.0, C-8.0, and C-
9.0
• No plans are being added to this plan set, all ones we reviewed are deemed as
final and meet permits
b) Phases, Lots, and Lot Numbers:
i) Please ensure that
(1) All of the lots in the subdivision are on the plan.
• At 3/21 meeting we kept the plan sheets that are latest and final ones for the
entire neighborhood. All lots are depicted in the plan sets from above.
(2) All of the lots on the plan have the same lot number as appears in the deed
restrictions.
• Per the deed restrictions, all lots minus the ones shown in section 1 are for
4500 sf per lot, the specific numbers and BUA per lot on the ones less are
written in the recorded deed restrictions
(3) All of the phases/sub phases are shown on the plans so that Lot 1 in Phase 1 can
be differentiated from Lot 1 in Phase 3.
• Besides the areas that DR Horton has developed, in which lots numbers are
consistent with the phase included, all other lot numbers are in the 3/21
package, I have provided the record drawings for Phase lA(pre) DR Horton
that shows lot numbers, these areas were permitted with the lots provided in
the earlier submittals. We verified to place in Attachment B. We are also
updating the ponds to make them match the parameters of the 4/30/13
approved permit
For instance, 10222 Hawkeswater Blvd should be an additional lot next to Lot 5
below,but it is not on the plans. I do not see a more recent plan sheet for this area.
The deed restrictions also do not list Lots 4 or 5 for Phase 3 Pond 1. It is unclear if
these lots were renumbered or if they were not included in the deed restrictions.
There may be other examples.
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ENGINEERING, I N C.
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4) Resubmittal: Please ensure that all of the data in your resubmittal is labeled with the item's
phase and pond number.
• The only items r :submitting Ere the ponds you rego ysted above with a_1 plans
being the same as the 3/21 drawing set
r
5) Inspection: I have forwarded the file to the inspector. He will get to it as soon as he can.
• Noted
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- Additional Information —
Question on Phase 3 Pond 3—it is berm today, no lots or roads built in this area and therefore
no pond
Impervious for Phase 1 Pond 1 and 2—The previous submittal in March depicted 283,500 sf for
Pond 1, the chart updated to show 265,500 or 59 lots,this is based on the review of drainage
patterns off record drawings.
Lot 6 within Phase 3 Pond 1—This lot shown in the drainage area for this pond, in the drawing
provided
Deed Restrictions—All lots have 4500 sf except ones depicted in provided table
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,
Tim C'' ksc 1 ,PE, PL$,
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QJohnson, Kelly iICNO 9jp add. lnFh
From: Johnson, Kelly
Sent: Monday,June 3, 2019 10:19 AM
To: Tim Clinkscales
Cc: '[e-mail]'; Ian E Flannery
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Attachments: 2019 05 Excel BUA 130412_draft.xlsx
Tim,
I have a lot on my plate,and I won't be able to go through this in detail. I have already spent considerable time
generating the spreadsheet to summarize all of the data for this permit. Please just send it in and I will go through
everything once it is here. My quick responses are in green.
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Saturday,June 1,2019 5:00 PM
To:Johnson, Kelly<[e-mail]>
Cc: '[e-mail]'<[e-mail]>; Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
UTION:
Kelly
First appreciate you responding on these so we can get the last details taken care hopefully before all the hard copies
are dropped off. I believe have answered the questions,the only area of concern is the Phase 3 Pond 1, have enclosed
the drainage area that was in the 2013 approved permit to show lots to drain to pond including Lot 6 and the permit to
show the chart as it was permitted by previous design team and developer. Again please take a peek at these but plan
to drop off end of day Tuesday, I have all ready to print but want to again just be on the same page on things
Thanks
Tim
For your comments below.
1.) Phase 3/Pond 3—this is the area adjacent to Phase 3 Pond 2 that pond taken out and berm placed, no
impervious and no pond. Are you saying that Phase 3/Pond 3 is not going to be a pond in the permit anymore?
What happened to its drainage area? If there were lots that drained to it,then where do they drain now?
a. Response—Phase 3 Pond 3, I have clouded the area where that pond was to be located, it is now a berm
b. I think you are saying that this area is now a berm and that you have drawn the cloud on an old set of
plans which has been replaced by a new set that doesn't have these lots, but rather a berm. I am really
only concerned about the most recent design? If there is a berm,then that is fine. If you are saying that
you have removed some lots,then please remove them from the spreadsheet and show that all the
numbers balance.
1

POND 2 DRAINAGE AREA / ..- me : : `a r,' ,•-- r,
309 AC(PHASE 3 ONLY) 1 r 1 �� •,i'
ifir�r , `.xTri r'�Y�rr; 1
:POND 3 - ' 36 ,,,�ti 0„e, ,i I `.4 .
;DRAINAGE �i i% t1
:AREA 1 It�� 1't o )`ti L�yI i
PROD {BOUN Y __-' r. —' ii1,' ' "ivit
, , ...W\ , , m-k,%;
2.) Phase 3/Pond 1/Pond 2—Comment 2b) used utility as-builts that show catch basins and grade breaks to show
how lots drain to each pond. This section is not designed by us or built by Horton. As stated in the response
letter, I do not know how they got the impervious for the buildings, but each pond actually has less impervious
than permit provides. All lots except ones in the 4th revision of the deed restrictions are recorded for 4500
sf. The ponds are built to the design except for the minor maintenance items that we are taken care
now. These two ponds with the current BUA were permitted twice and constructed in that manner. Comment
2b had six parts and I am not sure which one you are referring to, but they are generally about potential data
typos. I am just trying to get the attached spreadsheet to balance. We have to figure out where the numbers
came from. If the numbers don't add up or if we can't figure out where they came from,then that is the issue to
address. For instance(comment 2bi)if the pond design data shows 269,636sf of"buildings" but there is actually
283,500sf then that is an issue because we don't know that the pond can hold the water.
a. Response—in the 5/24 chart, using the language above,the impervious area for both Pond 1 and Pond 2
in Phase 1 have less impervious for buildings than what is approved,the area in parenthesis represent
such. Therefore the ponds are constructed to handle the drainage from the permitted BUA
b. I am not sure I follow this. 283,500>269,636? Please ensure that the spreadsheet balances so that you
can demonstrate that each pond is actually less impervious than the permit provides.
3.) Comment 3b)All plans in the ones to keep should reflect the correct lot numbers,for the deed restrictions,
again all lots except ones stated specifically are 4500 sf, so no issue with lot numbers.
a. I didn't look at every single lot, but I did look at 10222 Hawkeswater Blvd because the neighbors have
called about it. It should be on an additional lot next to Lot 5 below, but it is not on the plans. I do not
see a more recent plan sheet for this area (after going through the ones that we decided were the latest
ones at our most recent meeting). This is one example of a lot that doesn't appear to be on the plans.
�t
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Response—I have also clouded this area,this is the drainage area map straight out of the
permit package,we scanned such back in 2011 when working on the townhome section. Also the chart
—Attachment B includes Lot 6. The drainage area provided mimics the one in the original permit
2

approval and modification of 4/30/13. I will have to look at this when it comes in. The sheet number
and date were cut off of the pdf in the email. I have summarized the sheet numbers and the associated
permit dates that will make up the final set after this modification in Attachment D row 17 based on our
last meeting. I will add the list of sheets permitted in the upcoming approval in the table once that list is
finalized. Please review this list for accuracy. If you would like to schedule a file review, please let me
know.
b. Also,the deed restrictions(B2745/P0986)do not list Lots 4 or 5 for Phase 3 Pond 1. I believe that this is
the latest version of the restrictions I see for that section. (I have several versions of deed restrictions
on file, but none of them have the various maps attached that are referenced in them.) It is unclear if
the lots were renumbered, if the lots were not included in the deed restrictions,or if there is a more
recent version of the deed restrictions that addresses the issue.
i. Response,the clouded area in the deed restrictions states that this sentence is deleted and
replaced with language on page 2. The listed for less than 4500 sf per lot are the ones we have
provided for Phase 1B/1C,the lots 4-5 in Phase 3 Pond 1 are separate and part of all other lots
remain at 4500 sf/lot. The Phase 3 Pond 1 was not permitted by Paramounte and not
constructed by Horton. We both built the lots shown on Hawkeswater Blvd but mimics the
permit drainage area line and number of lots. Also upon as-built of pond,the surface area is
constructed per the designed amount
ii. As we have discussed, DR Horton is responsible for the entire permit, regardless of who built the
earlier areas. I will look at this when it comes back in. I hope you are saying that all of the lots
are appropriately deed restricted? You have clouded the following statement recorded
2/13/19. It replaces the first sentence in the second paragraph of an earlier document, but I am
not sure what that document is or what section(s) it would cover. Please see the attached Excel
file,attachment C,column E and ensure that the book/page for each lot in the entire subdivision
is recorded and summarized in the spreadsheet table which will become a permit attachment. If
the spreadsheet if fully filled out,the numbers balance,and it matches the permitted
configuration on the plans in the list in Attachment D then everything should work out. If that is
not the case,then please get the spreadsheet to balance and find the deed restriction
book/pages for each lot before resubmittal.
1. The first sentence of the second paragraph of Article Vll,Section 4 of the Declaration is
deleted ih its entirety and replaced with the following:
The maximum allowable built-upon area for Lot 6 through Lot 14,inclusive,Lot 16,Lot
18 and Lot 31 through Lot 80,inclusive,in Phase 1B/1C is 3,844 square feet per Lot.The
maximum allowable built-upon area for Lots in Phase 3 Section 2C,except for Lot 3272,
Lot 3275,Lot 3276,Lot 3278 through Lot 3280,inclusive,Lot 3287,Lot 3302 through
Lot 3305,inclusive,Lot 3310 through Lot 3314,inclusive, Lot 3316,Lot 3317,and Lot
3324,is 3,768 square feet per Lot.Except as stated herein,the maximum allowable built-
upon area for all remaining Lots is 4,500 square feet per Lot.
2. Except as amended herein, all terms and provisions of the Declaration remain
unmodified. As amended herein,the Declaration remains in full force and effect.
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.Daramounte-eng.com
3

ROY COOPER - t'` ' 0Governor 5 ' i +
MICHAEL S.REGAN ,, ,Rn,. , /`
Secretary `.44 QIMM 36- `
S.DANIEL SMITH NORTH CAROLINA
Interim Director Environmental Quality
May 20, 2019
Via email only: MCLoiaconoWrhorton.com
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
Hawkeswater
Brunswick County
Dear Mr. Loiacono:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on March 21, 2019. 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) Modifications are proposed for four ponds:
a) Phase 1/Pond 3:
i) Rule: Which rule is this pond being designed under(1995,2008 or 2017)? It was most
recently designed to the 1995 rule,but the pond appears to have been redesigned under the
2008 rule. (The impervious is not increasing, and the surface area of the permanent pool is
not increasing such that it does not appear that you are increasing the size of the SCM.) But,
this project is using the 1.5"design storm,the 2008 Average Depth formula#2,and the 2008
percentage for forebay volume(18-22%). (If you are opting to use the 2008 design and the
associated Average Depth formula#2 then please clarify the elevation of the bottom of the
shelf and ensure that the top of the sediment elevation is at 5.0ms1.)
ii) It appears from the plans that the excavated depth is at 4.0msl with a 1 ft sediment storage
elevation such that the top of the sediment is at 5.0msl. Please do not count the volume of the
pond between 4.0msl and 5.0ms1 in the calculations because that area is intended to be
preserved for sediment storage. [.1053(3)]
iii) The Temporary Pool is at 18.6ms1. The calculations show surface areas for 18.0ms1 and
19.0msl. Please show the surface area of the temporary pool at 18.6ms1. (I interpolated the
surface area of the pond (main+forebay)to be 24,777sf. [.1042(2)(f)]
iv) Please submit a second set of plans. [.1042(2)(g), .1042(2)(h), .1042(2)(i), .1042(2)(m), and
.1050(16)]
v) Please show the drainage area on the plans. [.1042(2)(g)(ii), .1002(15), and .1002(38)]
b) Phase 3/Pond 2:
i) Elevations: The plans show that the excavated depth(the bottom of the sediment storage) is
at 4.0ms1 in both the main pond and the forebay, but the calculations show that the excavated
depth in the main pond is at 1.0ms1 in the main pond and at 5.0ms1 in the forebay. Please
make any necessary corrections.
ii) Rule: I have not checked the pond design pending verification of the depths. But,please
clarify which rule the pond is intended to be designed under(I believe it is 1995?)and ensure
that it is designed under a single set of regulations.
DE
-) North Carolina Department of Environmental Quality I Division of Energy,Mineral and land Resources
• Wilmington Regional Office 1127 Cardinal Drive Extension I Wilminn ton,North Carolina 28405
D .ti.17"°'�'+1O"'4 910.796.7215

State Stormwatcr Permit No. tih ti ] U41 2 +t
Page 2 of 5
iii) Please submit a second copy of Sheet C-4.0. .1042(2)(g), .1042(2)(h), .1042(2)(i),
.1042(2)(m), and .1050(16)1
c) Phase 3 Pond 4:
i) 2017 Rule: The impervious area increased and so this pond should be designed under the
2017 Rule. Rut, it appears that this project uses the 2008 forebay percentage, 18-22% of the
whole permanent pool. Please ensure that the pond is designed to a single set of regulations.
Since the pond is constructed,please provide justification if the forebay is too big.
I.1053(5)(a)I
ii) Temporary Pool:
(1) The calculations show that the"elevation of the 1.5"water surface stage" is 8.85ft. Is
this intended to be the Temporary Pool Elevation?
(2) The"Temporary Pool is at 8.77ms1 per the plans' cross section. The calculations show
surface areas for 8.0msl and 9.0msl. Please show the surface area of the temporary pool
at 8.77ms1. (I interpolated the surface area of the pond (main - forebay)to be 25,259sf.
I.1042(2)(0]
(3) The next available outlet above the permanent pool is 9.2ms1. Is that intentional or
should that be 8.77ms1 on the outlet structure detail? Please make any changes the
drawdown if they are needed.
(4) The supplement shows that the Temporary Pool is at"9ms1." If a rounding correction is
needed, please make that correction.
iii) Please submit a second set of plans. (Ph3/Ponds 4 and 6 are on the same set of plans.)
[.1042(2)(g), .1042(2)(h), .1042(2)(i), .1042(2)(m), and .1050(16)]
d) Phase 3/Pond 6:
i) 2017 Rule: The impervious area increased and so this pond should be designed under the
2017 Rule. But, it appears that this project uses the 2008 forebay percentage, 18-22% of the
whole permanent pool. Please ensure that the pond is designed to a single set of regulations.
Since the pond is constructed, please provide justification if the forebay is too big.
[.1053(5)(a)]
ii) Temporary Pool:
(1) The calculations show that the"elevation of the 1.5"water surface stage"is 7.15ft. Is
this intended to be the Temporary Pool Elevation?
(2) The Temporary Pool is at 7.16msl. The calculations show surface areas for 7.0ms1 and
8.0ms1. Please show the surface area of the temporary pool at 7.16msl. (I interpolated
the surface area of the pond(main+ forebay)to be 17,060sf. [.1042(2)(f)]
(3) The next available outlet above the permanent pool is 7.5msl. Is that intentional or
should that be either 7.15 or 7.16ms1 on the outlet structure detail? Please make any
changes the drawdown if they are needed.
iii) Please submit a second set of plans. (Ph3/Ponds 4 and 6 are on the same set of plans.)
(Ph3/Ponds 4 and 6 are on the same set of plans.) [.1042(2)(g), .1042(2)(h), .1042(2)(i),
.1042(2)(m), and .1050(16)]

State Stormwater Permit No. SW8 130412
Page 3 of 5
2) Attachment B:
a) Phase 3/Pond 3: Please provide the following data for the pond which was omitted from the
table:
i) Sub-Phase
ii) Number of lots
iii) Lot Numbers
b) Potential Typos:
i) Phase 3/Pond 1: Please double check the data for Ph3/Pond 1 (which isn't being modified in
this modification). It shows that there are 63 lots(1-7, 130-154 & 156-186) at 4,500sf/lot.
That totals 283,500sf for the buildings/lots. However,the buildings/lots in the Attachment B
shows only 269,636sf?
ii) Phase 3/Pond 5: Please double check the data for Ph3/Pond 5 (which isn't being modified in
this modification). It shows that there are 36 lots(3231-3272)at 4,500sf/lot. However,this
appears to be 42 lots. Attachment B shows that there is 162,000sf of buildings/lots for this
pond but if there are 42 lots at 4,500sf/lot would be 189,000sf?
iii) Phase 3/Ponds 4 and 6(Treating Phase 3A Section 2B): The table shows the following lots
per pond. There appears to be a typo as shown in italics. This range of lot numbers would
encompass most of the others in this phase.
Ph3/Pond 4 Ph3/Pond 6
3273-3283 i 3284-3301
3303-3317 13227-3318
3328-3332 •
iv) Other Ponds: I have not checked all of the ponds' data. I just happened to notice that these
values didn't add up. Please double check all of the numbers so that no other issues come up.
This modification will cover the changes summarized in Item 1 above. If the data
inconsistencies for Ph3/Pond 1, Ph3/Pond 5 or any other ponds are not typos,then they will
need to be addressed in a future permit modification.
v) Rule Subject: This line will be updated for the appropriate ponds based on the response to
this letter.
vi) Attachment C: I have split the BUA/lot information out into a separate attachment,
Attachment C, in order to simplify Attachment B.
3) Plans in Full Set:
a) When we rnei on March 21st, we went through the currently-permitted plan sheets to determine
which ones would continue to be permitted after the pending approval and which ones were
intended to be replaced. In addition to the plans for the four ponds currently in review,the
following is a list of plan sheets that were to continue to be kept in the permitted plan set:
i) Approved 4/30/13: Cover, SW-1, SW-2, SW-3, SW-5 (Keep the area circled in red.), P-1
(Keep Phl/Pondl and Phl/Pond 2. Replace Phl/Pond 3.),P-2 (Keep Ph3/Pondl. Replace
the rest.), P-3 (Ph3/Pond7. Replace the rest.),and D-1. (Note, SW-4 is to be replaced by
pending Ph3/Pond 2's design.)
ii) Approved 10/16/18: Cover, C-1.0, C-2.0, C-4.0, C-4.1, C-6.0, C-7.0, C-8.0, and C-9.0

State Stormwatcr Permit No. SW8 130412 ,
Page 4 of 5
b) Phases. I ots. and 1 of Numbers:
i) Please ensure that
(1) All ol'the lots in the subdivision arc on the plan.
(2) All of the lots on the plan have the same lot number as appears in the deed restrictions.
(3) All of the phases'sub phases are shown on the plans so that Lot 1 in Phase l can be
differentiated from Lot 1 in Phase 3.
For instance. 10222 I Iawkeswater Blvd should he an additional lot next to Lot 5 below, but it
is not on the plans. I do not see a more recent plan sheet for this area. The deed restrictions
also do not list Lots 4 or 5 for Phase 3 Pond 1. It is unclear if these lots were renumbered or
if they were not included in the deed restrictions. "There may be other examples.
11AR "FA► fl !!+�•,..f ate- ^w: .
\ - iitr.> !:4''4. ``? _ rr 4 Yam.• .
,,,,,,,, .atir.,,!. ,•••• •:', • •-'',::,k. ‘ ';..0'.6\-, ''!...? ' . -\ ' --: ''.1v It* -":"
\ , ... ,..,
+, ' -" .� f' ' - Y e
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4) Resubmittal: Please ensure that all of the data in your resubmittal is labeled with the item's phase and
pond number.
5) Inspection: I have forwarded the file to the inspector. He will get to it as soon as he can.
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 by June 5,2019, 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.

State Stormwater Permit No. SWS 130412
Page 5 of 5
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].
Sinn�cperely,
foktdca
Kelly Johnson
Environmental Engineer
GDS/kpj: \\\Stormwater\Permits&Projects\2013\130412 HD\2019 05 addinfo 130412
cc: Tim Clinkscales, PE; via email
Wilmington Regional Office Stormwater File

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, May 20, 2019 4:36 PM
To: Anthony E Mills;Tim Clinkscales - Paramounte Engineering (tclinkscales@paramounte-
eng.com)
Cc: Ian E Flannery; Michael C Loiacono
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Attachments: 2019 05 Excel_BUA 130412_draft.xlsx; 2019 05 Excel_WP 130412_Ph1Pond3_Ph3Pond2
_Ph3Pond4_Ph3Pond6_for addinfo.xlsx; 2019 05 addinfo 130412.docx
7I?:.se sae the F'ac.:ri-..' i cqur::st for additional inforruation.
-";tI•ks,
From: Anthony E Mills [mailto:[e-mail]]
Sent: Thursday, May 16, 2019 1:43 PM
To:Johnson, Kelly<[e-mail]>
Cc:Tim Clinkscales- Paramounte Engineering ([e-mail]) <tclinkscales@paramounte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater
External email.Do not click links or aspen iAtachments unless you may.Send Mt susOickius email as an attachment to
Kelly,
We forwarded the attached email we received from you to the Brunswick County Inspections
department and never received a response from them. I'm hoping that the article is just a delayed
posting from when this all first originated. Please schedule to inspect the ponds in question and
review the submittal as soon as possible. If we hear any issues arise from the Brunswick County
Inspections department, I may contact you and ask you to reach out to them.
Thanks for your help with this.
Andy Mills, P.E.
Land Development Manager
Wilmington/Jacksonville
1.;`1 Racit _ .
,11:Tiin-,(:
r_,,:-;',r_ r,^R.a a:
pwnil{l Wd!hortoo.c.orri
ll k IlltHiilN
NettAMERICA'S 11 RDMEBUILDER
SINCE_ :00
1

Johnson, Kelly &OW UP TO Aid in Fa4
From: Johnson, Kelly
Sent: Thursday, May 30, 2019 3:37 PM
To: Tim Clinkscales
Cc: '[e-mail]'; Ian E Flannery
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Attachments: 2019 05 Excel_BUA 130412_draft.xlsx
Tim,
Please see below in red.
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Thursday, May 30, 2019 2:46 PM
To:Johnson, Kelly<[e-mail]>
Cc: '[e-mail]'<[e-mail]>; Ian E Flannery<[e-mail]>
Subject: FW: [External] FW: Hawkeswater(SW8 130412)
(Cr4UTION:
Kelly
I know a lot going on, but wanted to see if you got the email. As stated below,just wanted to try to get the questions
answered before the final plans were provided
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-eng.com
From:Tim Clinkscales
Sent:Tuesday, May 28, 2019 12:13 PM
To:Johnson, Kelly<[e-mail]>;Anthony E Mills<[e-mail]>
Cc: Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Kelly
1

I am enclosing the response letter and some related items. Before I send updated sheets,just want to do a quick review
of the items that will be withstanding. All items are non-calculation (or plan related) but want to verify all on the same
page before sending all back in
1.) Phase 3/Pond 3—this is the area adjacent to Phase 3 Pond 2 that pond taken out and berm placed, no
impervious and no pond. Are you saying that Phase 3/Pond 3 is not going to be a pond in the permit anymore?
What happened to its drainage area? If there were lots that drained to it,then where do they drain now?
2.) Phase 3/Pond 1/Pond 2—Comment 2b) used utility as-builts that show catch basins and grade breaks to show
how lots drain to each pond. This section is not designed by us or built by Horton. As stated in the response
letter, I do not know how they got the impervious for the buildings, but each pond actually has less impervious
than permit provides. All lots except ones in the 4th revision of the deed restrictions are recorded for 4500
sf. The ponds are built to the design except for the minor maintenance items that we are taken care
now. These two ponds with the current BUA were permitted twice and constructed in that manner. Comment
2b had six parts and I am not sure which one you are referring to, but they are generally about potential data
typos. I am just trying to get the attached spreadsheet to balance. We have to figure out where the numbers
came from. If the numbers don't add up or if we can't figure out where they came from,then that is the issue to
address. For instance(comment 2bi) if the pond design data shows 269,636sf of"buildings" but there is actually
283,500sf then that is an issue because we don't know that the pond can hold the water.
3.) Comment 3b)All plans in the ones to keep should reflect the correct lot numbers,for the deed restrictions,
again all lots except ones stated specifically are 4500 sf,so no issue with lot numbers.
a. I didn't look at every single lot, but I did look at 10222 Hawkeswater Blvd because the neighbors have
called about it. It should be on an additional lot next to Lot 5 below, but it is not on the plans. I do not
see a more recent plan sheet for this area(after going through the ones that we decided were the latest
ones at our most recent meeting). This is one example of a lot that doesn't appear to be on the plans.
r 3 _ imp...,,, —w""ir l''',:ir V,-,A*4.• „'
ik ..00.
.2'.."' 4::, 'lee":' ',N,•, 4i.\ \ 1' , ..., .1111.m.,11:4 IMP,
3,
,.... ,„ .\.\,„ ,,, , \,1/4..‘, , ,
.....„ . ,„__ .. ,,,,, 'k. \., • 0 4
' 4,0* -— : • " --",/Az,..N: \\ i f mr ••• .
t.
4 _;t.1 A z., ...'"P 40-' Ilk';:lii-t. ------- -- 4 w .9* •••• _a. 744. 1... .a.S.ipc1;:�. ., j i s .r r � t
. _r
i' l ti � w �. . (3).,,
4:1,,
-.....--
,_ ,
,\,_
w),.. 4
b. Also,the deed restrictions(B2745/P0986)do not list Lots 4 or 5 for Phase 3 Pond 1. I believe that this is
the latest version of the restrictions I see for that section. (I have several versions of deed restrictions
on file, but none of them have the various maps attached that are referenced in them.) It is unclear if
the lots were renumbered, if the lots were not included in the deed restrictions,or if there is a more
recent version of the deed restrictions that addresses the issue.
4.) Comment 4)As before,all lot numbers are consistent with lots in plans and deed restrictions.
Again sending such, because these are the only items!see that are confusing because of time and different
owners/consultants in the project.On the chart,the blue is what has been updated on this submittal, making the whole
column does not mean all updated, but easier to give you a heads up.
Your assistance on these items before sending back is much appreciated
Have a good day
2

Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-eng.com
From:Johnson, Kelly<kellv.p.iohnsonPncdenr.gov>
Sent: Monday, May 20,2019 4:36 PM
To:Anthony E Mills<[e-mail]>;Tim Clinkscales<[e-mail]>
Cc: Ian E Flannery<[e-mail]>; Michael C Loiacono<[e-mail]>
Subject: RE: [External] FW: Hawkeswater(SW8 130412)
Tim,
Please see the attached request for additional information.
Thanks,
Kelly
From:Anthony E Mills [mailto:[e-mail]]
Sent:Thursday, May 16,2019 1:43 PM
To:Johnson, Kelly<[e-mail]>
Cc:Tim Clinkscales-Paramounte Engineering([e-mail])<tclinkscales@paramounte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater
-QIUTION:
Kelly,
We forwarded the attached email we received from you to the Brunswick County Inspections
department and never received a response from them. I'm hoping that the article is just a delayed
posting from when this all first originated. Please schedule to inspect the ponds in question and
review the submittal as soon as possible. If we hear any issues arise from the Brunswick County
Inspections department, I may contact you and ask you to reach out to them.
Thanks for your help with this.
Andy Mills, P.E.
Land Development Manager
Wilmington/Jacksonville
131 Racine Drive, Suite 201
Wilmington, NC 28403
CeI I:910.465.3167
Fax:[phone]
aemitIst drhorton.com
111111111111111

AMERICA'S#1 HOMESUILDER
SINCE 9nf'
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 aemillsOdrhorton.com in order that we can take steps to prevent any further inadvertent disclosure.
From:Johnson, Kelly fmailto:kellv.p.iohnson@ncdenr.f;ov]
Sent:Thursday, May 16,2019 12:19 PM
To:Anthony E Mills<[e-mail]>
Cc:Tim Clinkscales-Paramounte Engineering([e-mail])<tclinkscales@oaramounte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater
I saw that article come through this morning. I need to review that file soon... As far as the dates you would have to
compare the due date in the NOV to the date in your email notifying you that it was accepted. I honestly don't know off
the top of my head. As far as the deficiencies, I will have to schedule the follow up inspection.
From:Anthony E Mills [mailto:[e-mail]]
Sent:Thursday, May 16, 2019 10:49 AM
To:Johnson, Kelly<[e-mail]>
Cc:Tim Clinkscales- Paramounte Engineering([e-mail])<tclinkscales@paramounte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: [External] FW: Hawkeswater
4 UTION:
Kelly,
Please see the link below. My understanding is the engineer submitted everything you requested
prior to the date you had stated. We also have corrected any deficiencies in the ponds as directed.
Please respond back to me regarding the Brunswick County Inspections hold on permits and
inspections directed by your office.
Thanks,
Andy Mills, P.E.
Land Development Manager
Wilmington/Jacksonville
131 Racine Drive, Suite 201
Wilmington, NC 28403
Ce11:910.465.3167
Fax:[phone]
aemilIs( drhorton.com
11111111111QNA
,r.N..:..: -.4-
gawpAMERICA'S#1 HOMERUILDER
4 SINCE 2002
4

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 e10-
465-3167 or aemIlls(dldrhorton.com in order that we can take steps to prevent arty further inadvertent disclosure.
From: Ian E Flannery
Sent:Thursday, May 16, 2019 10:36 AM
To:Anthony E Mills<[e-mail]>
Subject:
https://portcitydaily.com/local-news/2019/05/16/state-building-freeze-requested-at-d-r-hortons-hawkeswater-in-
brunswick/
IAN FLANNERY,CPESC
u j
Land Development Project Manager
DM-HORTON" I D.R.HORTON
Ai scr*as&a rdor 131 Racine Drive,Suite 201,Wilmington,NC 28403
mobile:[phone] I email:[e-mail]
America's#1 Home Builder Since 2002 I drhorton.com
5

Compliance Inspection Report
Permit: SW8130412 Effective: 10/16/18 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: 05/24/2019 Entry Time: 09:50AM Exit Time: 10:50AM
Primary Inspector: Creighton A Brown Phone: [phone]
Secondary Inspector(s):
Kelly Johnson
Reason for Inspection: Follow-up Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
IN State Stormwater
(See attachment summary)
page: 1

Permit: SW8130412 Owner-Project: D R Horton Inc
Inspection Date: 05/24/2019 Inspection Type Compliance Evaluation Reason for Visit: Follow-up
File Review Yes No NA NE
Is the permit active? U ❑ 0 ❑
Signed copy of the Engineer's certification is in the file? 0 U ❑ 0
Signed copy of the Operation&Maintenance Agreement is in the file? ❑ • ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ® ❑ ❑
Comment: The certifications will be needed when the ponds are complete. Some are still under E&SC. The
project is in review, and the O&M for some ponds has been requested. The deed restrictions are still
being rectified with the permit text as part of the permit modification.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 0 0 0 MI
Is the drainage area as per the permit and approved plans? ❑ ❑'❑
•
Is the BUA(as permitted)graded such that the runoff drains to the system? ❑ 0 ❑ •
Comment: Pending certifications.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? 0 0 0 •
Are the inlets located per the approved plans? II 0 0 0
Are the outlet structures located per the approved plans? U ❑ 0 0
Comment: Pending certifications
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? • ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to 0 0 0 ❑
DWQ upon request?
Comment: Some ponds are still being used as E&SC and will need to be transitioned to stormwater ponds when
the E&SC is closed out.
page: 2

.::....:::
T:b, . ..::ik . ..
State Stormwater Inspection Report :::%::,:` ` ..< :.::.::;'>.:.;.,:...v::.:.::....:r
General Please Return to Kelly
Project Name: u w_cs p-TFe Permit No: SW8 13py �� Expiration Date:
Contact Person: Phone Number: Inspection Type: 1
(inspection Date: j jay//' Time In: 9,'5 '' ,,, Time Out: j(f.' j,0, J
Current Weather: Recent Rain(Date)? Rain- in
Location
Facility Address/Location:
City: Zip: County: Lat: ° "N Long: - ° "W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density(circle one): High(HD) Low(LD)
Stormwater Best Management Practices(BMPs) (insert number of each):
Wet Ponds Infiltration Basins Infiltration Trenches LD Swales Stormwater Wetlands
Dry Ponds Bioretention Permeable Pavement Sand filters(circle one) Open Closed
Cistern Level Spreader/Filter Strip Other(specify):
_File Review Yes No N/A N/E
1. Is the permit active? tb4xis V.
2. Signed Engineer's Certification on file? t/'
3. Signed Operation and Maintenance agreement on file? cJ ✓'
4. Recorded Deed Restrictions on file? 1 %aJ 'fine A4%41 t/
Site Visit: Upon Area(BUA) Yes No N/A N/E
-5. BUA is constructed and consistent with the permit requirements? ,t7 �'
6. BUA(as permitted)is graded such that the runoff drains to the system?(high density only) V.
7. Drainage area is consistent with permit?(i.e.no unpermitted drainage to the SW BMPs) 17
v48. Drainage area is stabilized?(to reduce risk of sedimentation to the SW BMPs) / w re Ack-11 , 7
rmwa Ye No N/AI N/E
9. Stormwater BMPs are located per the approved plans? 1/
10. Stormwater BMPs have dimensions(eg.length,width,area)matching the approved plans?
11. Stormwater BMPs are constructed per the approved plans?
Site Visit: Operation and Maintenance _ Yew No N/A N/E
12. Access points to the site are clear and well maintained? J
13. Trash has been removed as needed?
14. Excessive landscape debris(grass clippings,leaves,etc)is controlled?
15. Stormwater BMPs being operated and maintained as per the permit requirements? ,/
16. Inspection and Maintenance records are available for inspection? (high density only, 1995—present only) di
Site Visit: Other Permit Conditions Yes No N/A N/E
1 17. Is the site compliant with other conditions of the permit? I I I 1
Site Visit: Other Water Quail Issues Yes No N/A N/E
18. Is the site compliant with other water quality issues as noted during the inspection?
State Stormwater Inspection Report,Version 3.0_3-09 Page 1 of 2

State Stormwater Inspection Report
_Comments
fa s eo vvc ' f law inkomAtelii 6v(- beLo (MIa Nie.tatif 66,4,5 tAAIR:4J� FIA3 FbriaK zra.
1' rse. d5 have 8 " Y 6 Rdhwuoi-acemmActeC,A5
_Inspection Pictures(some of the pictures taken during the site visit)
`ompliance Status 0 Compliant 0 Non-Compliant
Letter Sent(circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: Reference Number:
Inspector Name and Signature: et I Date: 57007
�1H�c�4 N o5 Pa E. J D o � 7-rtFte
• Tic C.Lunov\A--, YbAkat cal( -eYr--V\r--€) A/0D —FITE
e0+2.'Rcc z ?Vs‘A)3 , 1{01 77 'Rov_ CgeE. ram- rP057-T.7
,� ►yam
• r/7 ;140, A
.:�• ,�•�j� •, 's?%:,-.�:�. - = ,fi t
V1t!I
State Stormwater Inspection Report,Version 3.0_3-09 Page 2 of 2

Kelly
From:Anthony E Mills [mailto:[e-mail]]
Sent:Thursday, May 16,2019 1:43 PM
To:Johnson, Kelly<[e-mail]>
Cc:Tim Clinkscales-Paramounte Engineering([e-mail])<tclinkscales@parumounte-
eng.com>; Ian E Flannery<[e-mail]>
Subject: RE: [External] FW: Hawkeswater
I UTION: _
Kelly,
We forwarded the attached email we received from you to the Brunswick County Inspections
department and never received a response from them. I'm hoping that the article is just a delayed
posting from when this all first originated. Please schedule to inspect the ponds in question and
review the submittal as soon as possible. If we hear any issues arise from the Brunswick County
Inspections department, I may contact you and ask you to reach out to them.
Thanks for your help with this.
Andy Mills, P.E.
Land Development Manager
Wilmington/Jacksonville
131 Racine Drive, Suite 201
Wilmington, NC 28403
Cell:910.465.316
Fax:[phone]
aemillsadrhorton.com
H1111111111V
AMERICA'S 11 HOMBUILDER
glie SINCE "Pdig9
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 914-
465-3167 or aemillsie drhorton.com in order that we can take steps to prevent any further inadvertent disclosure.
From:Johnson, Kelly [mailto:ke![e-mail]]
Sent:Thursday, May 16,2019 12:19 PM
To:Anthony E Mills<[e-mail]>
Cc:Tim Clinkscales- Paramounte Engineering([e-mail])<tclinkscales@paramounte-
eng.com>; Ian E Flannery<![e-mail]>
Subject: RE: [External] FW: Hawkeswater
saw that article come through this morn;ng. i need to review that file soon... As far as the dates you would have to
compare the due date in the NOV to the date in your email notifying you that it was accepted. I honestly don't know off
the top of my head. As far as the deficiencies, I will have to schedule the follow up inspection.
From:Anthony E Mills [mailto:[e-mail]_]
Sent:Thursday, May 16,2019 10:49 AM
7

S,a SfATE
11)
ROY COOPER
Governor 4e • 1�1
MICHAEL S.REGAN
n .
Secretary
r VwM
S.DANIEL SMITH NORTH CAROLINA
Interim Director Environmental Quality
March 28,2019
CERTIFIED MAIL#7013 2630 0002 1133 7348
RETURN RECEIPT REQUESTED
D.R. Horton, Inc.
Attn: Mr. Michael C. Loiacono,Vice President
1341 Horton Circle
Arlington,TX 76011
Subject: State Stormwater Project No. SW8 130412
Hawkeswater
Brunswick County
Dear Mr.Loiacono:
You received the enclosed letter via email on March 15,2019, and a response was received on March 21,
2019. But,the hard copy was returned as undeliverable. This letter has been mailed to an alternate
address. If you have any questions concerning this matter,please feel free to call me at(910)796-7215 or
email me at [e-mail].
Sincerely,
Tell Johso
Erlitonme tal Engineer
GDS/kpj: \\1Stormwater\Permits &Projects12013\130412 HD\2019 03 addinfo 130412
cc: Wilmington Regional Office Stormwater File
01) North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
0i��� 910.796.7215

I Applicat __ion Corn let ess Review Checklist
Project Name: 1 ' � 31Sck) � t I n� I \ Date'Dehvered to WIRO: �31at/1 9
.� BIMS Received/Accepted Date: '\
Project County/Location: jQ,;[ ka "BIMS Acknowledged Date:
lRule(s) 070 7 r 1 c I E2008 Coastal 0 19 95 Coastal El PhaseII ®Universal 1988 Coastal 1
Permit Action: Ne Major Mod : ,.(linor Mod/Renewal/Transfer .**New Permit#: I
Permit Type®LD/LD Overall/HD &LD Combo k�;Existing Permit#: 1 3 0(4( 4-
General Permit/Offsite/Exempt/Rescission ❑PE Cert on File?
1SCM Type(s): � 'Offsite to SW8:
!!Development Type: Commercial/Residential/Other I Master PE Cert on File?
Subdivided?: Subdivision or Sine Lot I
I For New or Transferred Permits Permittee is:
b Stream Class:
Property Owner(s) Developer DLessee Purchaser®HOA SA Map ❑ORW Map
Paperwork Emailed Engineer on:
®Suppiement(s) (1 original per BMP)
®❑&M with correct/original signatures(1 original per BMP except LS,/VFS and swafe_s)
®Application with correct/original signatures Email Address: Design Engineer
Corp or LLC: Sig. Auth. per SoS or Signature Authorization letter or report Email Address: Property Owner
p$505(within 6mo) Check#(s): ENo Fee Ei Deed
Soils Report:w/SHWT or General Report Email Address: Lessee
ECalculations (signed/seoled) ELease Agreement
Deed Restrictions, if subdivided: DEmait Address: Purchaser
Ei**Signed & Notarized Template Purchase Agreement
Correct Template (Comm/Res& HD/LD) or Dec. Covenants& Rest. Email Address: Developer
Recorded Covenants DEmail Address: HOA Representative
Recorded Plats 050%or more Lots Sold List
Project Narrative
D U S G S Map
' Plans
E2 Sets Wetlands: Delineated or No Wetlands
EVicinity Map Project Boundaries
Legend ®Layout(proposed BUA dimensions)
E1DA Maps Details (roads. cul-de-sacs;curbs,sidewalks, BMPs, Buildings,etc)
Existing Conditions Landscape Plan
Grading OPE Seal
REVIEWER NAME: NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
**FOR NEW Projects-Enter New Permit#on
Supplements&Deed Restiction Templates.
G:WQ\\\Reference Library\Procedures\Checicns:s\Compieteness Reviewchecklist 2018 03 13

PARA MOUNT
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 3/18/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Overall
Attn: Kelly Johnson Project No. 12293.PE
WWe are sending: El Originals ®Prints ❑Shop Drawings ® Calculations
The following items: ❑ Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description _
1 SW Permit Modification with the 4 pond areas
1 Recorded Deed Restrictions
1 Overall Narrative and Exhibit 4
—_— -I
Issue Status: ®For Approval El As Requested ❑Construction El Bid
❑For Your Use ❑For Review and Comment El Approved as Noted ❑See Remarks
Action Taken: ❑ No Exceptions Taken El Make Corrections Noted ❑ Amend&Resubmit
El Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Remarks
This submittal package is broken per the ponds labeled on Exhibit B Table with each having own transmittal to reduce
confusion since a lot of paperwork
40/0.1 (.....________.--
Cc- Signed:
Tim Clinkscales,PE,PLS
TIEC E! 7
MAR 2 1 201g

11111111111110111�1111 INI1 vj 84155 l��l 'PROP
18:11:26.ea7
Brunswicky Rapists of Deeds. path 1 of 3
•
at I jig
Ty._ti_V
Rai/mint.
e Int
Ck## Cash$
Refund Cash$ Finance
to: Portions of document are illegible due to condition
Prepared by and returnMichael R.Ganley,Attorney,Bagwell Holt Smith P.A. bf original.
111 Cloister Court,Ste.200,Chapel Will,NC 27514 1 D"eountent contains seals verified by original
:nstrlsnsntthat car-ot be,soroduced or copied.
Horton's Address:
131 Racine Drive,Suite 201,Wilmington,NC 28403
FOURTH AMENDMENT TO DECLARATION FOR
HAWICESWATER AT THE RIVER SUBDIVISION
This Fourth Amendment to Declaration for Hawkeswater at the River Subdivision(this"Fourth
Amendment")is made this Al Pi day of fig•( ,2019,by D.R.HORTON,INC.,a Delaware
corporation,hereinafter referred to as"Horton." Horton states and declares as follows:
A. Hawkeswater I, Development, Inc., a North Carolina corporation, Hawkeswater II
Development,Inc.,a North Carolina corporation,Hawkeswater III Development,Inc.,a North Carolina
corporation,and Riverside Land Holdings,LLC,a North Carolina limited liability company(collectively,
the "Original Declarant") previously made that certain Declaration of Covenants Conditions and
Restrictions for Hawkeswater at the River Subdivision recorded in Book 2745 Page 986, Brunswick
County Register of Deeds,as modified by:(i)that First Amendment to the Declaration of Hawkeswater at
the River Subdivision of record at Book 3380 Peg 1230,Brunswick County Register of Deeds;(ii)that
Annexation Declaration for Hawkeswater at the River Subdivision of record at Book 3493 Page 659,
Brunswick County Register of Deeds(the"Annexation Declaration");(iii)that Second Amendment to the
Declaration of Hawkeswater at the River Subdivision of record at Book 3550 Page 465, Brunswick
County Register of Deeds; and(iii)that Third Amendment to the Declaration of Hawkeswater at the
River Subdivision of record at Book 4113 Page 749,Brunswick k County Register of Deeds(collectively,
as amended and restated,the"Declaration").
B. All of the real property currently subject to the Declaration(the"Subject Property")was
originally owned and held by the Original Declarant for the purpose of developing it into Hawkeswater at
the River Subdivision(the"Subdivision").
C. All of the Subject Property was conveyed by the Original Declarant to trustees for the
benefit of Cooperative Bank,a North Carolina bank,by Deeds of Trust of record at Book 2579 Page 889,
Book 2605 Page 1340,Book 2606 Page 37,Book 2606 Page 72 and Book 2606 Page 106,Brunswick •
County Registry(collectively,the"Development Loan Deeds of Trust"),as collateral for a loan or loans,
the proceeds of which were to be used in the development of the Subdivision (collectively, the
"Development Loan"). Subsequently,all of the assets of Cooperative Bank,including the Development
Loan and the Development Loan Deeds of Trust,were acquired by First Bank,a North Carolina Bank.
7ECEIVEr
MAR 2 1 2019
a 4"

NeR1 J1iILiiiI1Lsulok IZ!
o2 f �
' Subsequent to that acquisition,foreclosure proceedings were instituted under all of the Development Loan
Deeds of Trust,which proceedings are of record at 11-SP-1620, 11-SP-1621, 11-SP-1622, 11-SP-1623
and 11-SP-1624, Office of the Brunswick County Clerk of Superior Court (collectively, the
"Development Loan Foreclosures").
D. Pursuant to the Development Loan Foreclosures,First Troy SPE,LLC,a wholly owned
subsidiary of First Bank,acquired all of the Subject Property other than certain individual residential lots
within the Subdivision that bad been released from the liens of the Development Loan Deeds of Trust in
the ordinary course of business. All of the property acquired by First Troy SPE,LLC pursuant to the
Development Loan Foreclosures is hereinafter collectively referred to as the"Remaining Development."
E. Subsequently,by Deed of Record at Book 3334 Page 510,Brunswick County Registry,
First Troy SPE,LLC conveyed all of the Remaining Development to Horton,and Horton thereby became
successor in interest to the Original Declarant in all of the Remaining Development.
F. Section 7 of Article I of the Declaration defines the "Declarant" as the Original
Declarant, or any successor in interest to the Original Declarant in any undeveloped portion of the
Subdivision or any Lots within the Subdivision"not previously disposed of'by the Original Declarant.
Accordingly,upon its acquisition of all of the Remaining Development,Horton became the"Declarant"
under the Declaration.
G. Article V,Section 3(f)of the Declaration expressly allows the Declarant to amend the
Declaration without Member approval to conform this Declaration to the requirements of any
governmental agency having legal jurisdiction over the Property during the Declarant Control Period.
H. The Declarant Control Period has not yet terminated.
L Horton now desires to amend the Declaration to conform the Declaration to the
requirements of the State of North Carolina,Division of Water Quality.
• NOW THEREFORE,the Declaration is hereby amended as follows:
1. The first sentence of the second paragraph of Article VII,Section 4 of the Declaration is
deleted iir its entirety and replaced with the following:
The maximum allowable built-upon area for Lot 6 through Lot 14,inclusive,Lot 16,Lot
18 and Lot 31 through Lot 80,inclusive,in Phase 1B/1C is 3,844 square feet per Lot.The
maximum allowable built-upon area for Lots in Phase 3 Section 2C,except for Lot 3272,
Lot 3275,Lot 3276,Lot 3278 through Lot 3280,inclusive,Lot 3287,Lot 3302 through
Lot 3305,inclusive,Lot 3310 through Lot 3314,inclusive,Lot 3316,Lot 3317,and Lot
3324,is 3,768 square feet per Lot.Except as stated herein,the maximum allowable built-
upon area for all remaining Lots is 4,500 square feet per Lot.
2. Except as amended herein, all terms and provisions of the Declaration remain
unmodified. As amended herein,the Declaration remains in full force and effect.

•
IN WITNESS WHEREOF,the Horton has caused this Fourth Amendment to be executed as of
the date first stated above.
D.R.HORTON,INC.;
a Delaware
ella corporation
Na _A71K �
Name: H t-(.DikGoNQ
Title: 1}IG. preriAEaf4
STATE OF f•)aR'('t{ CALM.t ARA
COUNTY OF a)@J 14.mL' t
IM rwiodE2A ,a Notary Public of the County and State aforesaid,certify
that AiIc. ett_.LouruJo personally appeared before me this day and acknowledged that he is a
VILE President of D.R.Horton,Inc.,a Delaware corporation,and that he,being duly authorized
to do so,executed the foregoing for and on behalf of said corporation.
Witness my hand and official stamp or seal,this al Pr day of SAJI ink( Y ,20.a.
NOTARY S f J
Signature of N blic
My Commission Expires: pLibr/lose

HAWKSWATER AT THE RIVER
MARCH 2019 MODIFICATION
BRUNSWICK, NC
STORMWATER NARRATIVE
Prepared for:
DR HORTON, INC
1121 Military Cutoff Road, Suite C-322
Wilmington, NC 28405
Prepared by:
ENGINEERING,PARA MOUNTE
I N C.
122 Cinema Drive
Wilmington,NC 28403
NC License#:C-2846
Project#12293.PE 4°'��� s S r
a SEAL
'
87;
nECE , •......•• c•
G. C\.\N
,4 MAR 21 2019
Se

DESIGN NARRATIVE
DR Horton, Inc. is modifying the existing stormwater permit for the following drainage areas (ponds),
Phase 1 Pond 3,Phase 3 Pond 2,Phase 3 Pond 4 and Phase 3 Pond 6. Have provided the permit to show
the 4 phases to be modified along with amendment provided by DR Horton on the recordation of deed
restrictions. The excel spreadsheet is highlighted red to show the areas to be reviewed. All other sections
are not being modified.
Phase 1 Pond 3 —The deed restrictions have been provided to show the updated deed restrictions, also
have placed the corresponding lot numbers (recorded) on the construction plans. As requested, the
O&M,supplement,narrative with calculations,signed deed restrictions and plans in the package.
Phase 3 Pond 2-Have provided the narrative with calculations,plans,supplement, certification of pond,
drainage area maps,since part of three sections of construction drawings during DR Horton takedown.
Phase 3 Pond 4 and 6—Since tied together in the construction plans, have provided together, similar to
Phase 1 Pond 3, have provided the updated deed restrictions, O&M agreements, plans, supplements
design narrative.
In addition, for the ponds that are under construction and not certified because of some outstanding
work, DR Horton has contracted with LM McLamb on such work which was stated in the January
submittal. Representatives for DR Horton and myself have met in the field to go over the pond
maintenance items and are under way. They are as follows:
a. Phase 3 Pond 1—the forebays need to be re-established,we are working with contractor
to re-establish,all other items meet the permit,(both forebay's)are to be re-established
b. Phase 3-Pond 3—Pond was not constructed,and lots not built on cul de sac
c. Phase 3-Pond 7—need to raise orifice to the permitted elevation 6,currently built at 5.3',
all areas good
d. Phase 1—Pond 1—will certify when deed restrictions recorded
e. Phase 1—Pond 2-need to raise orifice to elevation 18,permitted at 17,for some reason
the surface area required is at elevation 18,also forebays to be re-established,when
constructed,will provide items to place in supplement.

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Burd, Tina J
From: Burd,Tina J
Sent: Thursday, March 21, 2019 2:34 PM
To: [e-mail]; [e-mail]
Subject: SW8 130412 - Hawkeswater at the River
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section)accepted
the Stormwater Permit Application and$505.00 fee for the subject project on March 21,2019. The project has been
assigned to Kelly Johnson and you will be notified if additional information is needed. Please be advised that the
construction of built-upon area may not commence until the Stormwater Permit is issued.
The application did not reflect an email address for the applicant, Michael C. Loiacono. Please provide an email address
for the owner(per 15A NCAC 02H.1042(2)(a)(vii)&(xi)) so that we can notify him/her of this status.
Best Regards,
Tina Burd
Administrative Associate II
910-796-7215
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
I MAR21 19
1

**' — First National Bank 11650
of Pennsyhania
PARAMOUNTE ENGINEERING INC.
122 CINEMA DRIVE 60-1809/433
WILMINGTON, NC 28403 3/21/2019 5
1
P
0
ORDER THE NCDENR $*"505.00 i
Five Hundred Five and 00/100*********`*********, ************** ' *********'*"' ****************************************
± DOLLARS 8
NCDENR •
`i�^ppiWifdi�� N
`-'2�� Nr
6..16 .---
MEMO (Whirler I � "
#12293.PE Hawkeswater-Stormwater Permit Fee .,.�`;
v - ii<.:'•':iiT &2 . 7_.1. 1 l7,i:.. �i'" f.:' .=a: : ,., _ 1 >\ /i/- ® g r_" r 5 •-- '"% LI
PARAMOUNTE EN( 11650
NCDE 1/2019
505.00
Checking-First Natio #12293.PE Hawkeswater-Stormwater Permit F -505.00
1
MAR 2 1 2019 1 f'

,fit t BUSINESS CORPORATION ANNUAL REPORT
10.2017
NAME OF BUSINESS CORPORATION: D.R. Dorton. Inc.
0296009 Filing Office Use Only
SECRETARY OF STATE ID NUMBER: STATE OF FORMATION: DE
E-Filed Annual Report
0296009
REPORT FOR THE FISCAL YEAR END: 9/30/201 8 CA201836300059
12/29/2018 11:30
SECTION A: REGISTERED AGENT'S INFORMATION ❑ Changes
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS&COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: HOMEBUILDING/CONSTRUCTION
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
134 I Frrr°a; Yil:rcle 1341 Horton Circle
Arlington,TX 76011 Arlington,TX 76011
6. Select one of the following if applicable. (Optional see instructions)
The company is a veteran-owned small business
The company is a service-disabled veteran-owned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Donald R. Horton NAME: Thomas B. Montano NAME: David V Auld
TITLE: Chairman Of The Board TITLE: Vice President TITLE: Chief Executive Officer
ADDRESS: ADDRESS: ADDRESS:
1341 Horton Circle 1341 Horton Circle 1341 Horton Circle
Arlington,TX 76011 Arlington,TX 76011 Arlington,TX 76011
SECTION D: CERTIFICATION OF ANNUAL REPORT: Section D must be completed in its entirety by a person/business
e„thomas B. Montano 12/29/2018
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Thomas B. Montano Vice President
Print or Type Name of Officer Print or Type Title of Officer
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525

SECTION E: ADDITIONAL OFFICERS
NAME: Michael J Murray NAME: Bill W. Wheat NAME: Cade C. Anderson
TITLE: Chief Operating Officer TITLE: Chief Financial Officer TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
1341 Horton Circle 1341 Horton Circle 1341 Horton Circle
Arlington, TX 76011 Arlington,TX 76011 Arlington, TX 76011
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:

( z L'
E3USINESS CORPORATION ANNUAL REPORT
a.
NAME OF BUSINESS CORPORATION: D.R. Horton, Inc.
SECRETARY OF STATE ID NUMBER: 0296009 STATE OF FORMATION: DE Filing Office Use Only
E-Filed Annual Report
0296009
REPORT FOR THE FISCAL YEAR END: 9/30/2016 CA201632316359
11/18/2016 12:10
SECTION A: REGISTERED AGENT'S INFORMATION ❑ Changes
1. NAME OF REGISTERED AGENT: CT Corporation System
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS&COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: HOMEBUILDING/CONSTRUCTION
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4.PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
301 Commerce Street, Suite 500 301 Commerce Street, Suite 500
Fort Worth, TX 76102-4178 Fort Worth, TX 76102-4178
SECTION C: OFFICERS(Enter additional officers in Section E.)
NAME: Donald R. Horton NAME: Thomas B. Montano NAME: David V Auld
TITLE: Chairman Of The Board TITLE: Vice President TITLE: Chief Executive Officer
ADDRESS: 301 Commerce Street ADDRESS: 301 Commerce Street ADDRESS:
Suite 500 Suite 500 301 Commerce Street, Suite 500
Fort Worth, TX 76102 Fort Worth, TX 76102 Fort Worth, TX 76102
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Thomas B. Montano 11/18/2016
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Thomas B. Montano Vice President
Print or Type Name of Officer Print or Type Title of Officer
MAIL TO:Secretary of State, Corporations Division, Post Office Box 29525, Raleigh,NC 27626-0525

SECTION E: ADDITIONAL OFFICERS
NAME: Michael J Murray NAME: Bill W. Wheat NAME: Cade C. Anderson
TITLE: Chief Operating Officer TITLE: Chief Financial Officer TITLE: Vice President
ADDRESS: ADDRESS: 301 Commerce Street ADDRESS: 301 Commerce Street
301 Commerce Street, Suite 500 Suite 500 Suite 500
Fort Worth, TX 76102 Fort Worth, TX 76102 Fort Worth, TX 76102
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME. NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS: .

D•R•HORTON° " ,''
°GLGI< 5
CERTIFICATE OF OF, ,CER
The undersigned hereby certifies as follows:
1. He is a duly elected, qualified and acting Vice President of D.R. Horton, Inc., a
Delaware corporation (the "Company"), is familiar with the facts herein certified and is duly
authorized to certify the same.
2. The following is a true,correct and complete copy of resolutions related to the subject
matter as adopted by the Consent of Executive Committee of the Board of Directors of the Company
dated June 30, 2015 (the "Resolutions"). The Resolutions have not been amended, rescinded or
modified and remain in full force and effect as of the date hereof.
Election of Vice President of City Operations
WHEREAS,effective July 25,2007,Michael C.Loiacono was duly elected
to the office of Assistant Secretary of the Company in the Company's Coastal
Carolina Division;
WHEREAS,effective January 8,2008,Michael C.Loiacono was promoted
to the position of Assistant Vice President of the Company in the Company's Coastal
Carolina Division;
WHEREAS,effective October 1,2012,Michael C.Loiacono transferred to
the Company's Central Carolina Division; and
WHEREAS, it is now desirable to promote Michael C. Loiacono to the
office of Vice President of the Company in the Company's Coastal Carolina
Division.
NOW, THEREFORE,BE IT RESOLVED, that Michael C. Loiacono is
hereby elected to the office of Vice President of the Company(the "Vice President")
in the Company's Coastal Carolina Division(the "Division"), to serve until the next
annual meeting of the directors of the Company and until his successor is duly
elected and qualified or until his earlier death,resignation or removal.
RESOLVED FURTHER,that the Vice President is hereby authorized and
empowered, in the Wilmington area(the "Area")of the Division and in the name
and on behalf of(A)the Company, (B) any partnership of which the Company is a
general partner,manager or agent,and(C)any limited liability company of which the
Company is a member,manager or agent(collectively the "Entities"), (i)subject to
301 Commerce St.• Suite 500• Fort Worth,Texas 76102
[phone] • FAX[phone]
www.drhorton.com

written approval by any one of the following officers of the Company:(a)Chairman
of the Board,(b)President,(c)Senior Executive Vice President,(d)Executive Vice
President or(e)the Region President of the Division(the "Approving Officers"), to
execute and deliver contracts, agreements and other documents and instruments
(other than promissory notes) for the purchase of real property, and any
improvements or appurtenances constructed thereon or affixed thereto,or any interest
therein,including without limitation any right-of-way,easement,leasehold or other
tangible or intangible property,right or interest, and any personal property relating
or incident thereto, (ii) subject to written approval by any one of the Approving
Officers,to execute and deliver contracts, agreements, deeds,conveyances or other
obligations of the Entities,closing statements and other documents and instruments
for the sale of improved or unimproved real property,or any interest or right therein,
owned,leased or otherwise controlled by the Entities and(iii)to execute and deliver
model home leases and such other agreements, instruments or documents as the
Approving Officers shall direct.
RESOLVED FURTHER, that in connection with the management of the
Entities' business, the Vice President is hereby authorized and empowered, in the
name and on behalf of the Entities in the Area,to execute and deliver(i)contracts,
agreements and other documents and instruments for the subdivision, development
and/or improvement of real property, (ii) contracts, agreements, deeds, closing
statements and other documents and instruments for the sale, transfer and/or
conveyance of mineral rights,groundwater and other water rights owned,leased or
controlled by any of the Entities to DRH Energy,Inc.,an affiliate of the Entities,(iii)
home sales contracts,sales person employment agreements and similar or equivalent
agreements,documents or instruments and(iv)personal property leases for,among
other things,office equipment and construction trailers.
RESOLVED FURTHER, that in connection with the management of the
Entities'business in the Area,the Vice President shall be authorized and empowered,
in the name and on behalf of the Entities in the Area,to execute and deliver any and
all documents and instruments necessary to sell and convey title to single-family
homes.
RESOLVED FURTHER, that effective as of the date hereof, Michael C.
Loiacono is hereby removed from the office of Assistant Vice President of the
Company.
RESOLVED FURTHER,that effective as of the date hereof,the authority
hereby granted to the Vice President supersedes authority previously granted by
Written Consent of Executive Committee of the Board of Directors to the Vice
President.
2

IN WITNESS WIMREOF,the undersigned has signed on the 24th day of August,2016.
2,.
Thomas B.Montano
Vice President
u:\TEWA.z nDH11.Au,a4-cons.wpd 3

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, March 15, 2019 1:12 PM
To: 'Michael C Loiacono'
Cc: 'Anthony E Mills'; 'Stew Daniel Gunn'; 'Ian E Flannery'; 'Tim Clinkscales'; Scott, Georgette
Subject: Notice of Violation - State Stormwater- Hawkeswater(SW8 130412)
Attachments: NOV_Hawkeswater.pdf
Mr. Loiacono,
A Notice of Violation has been issued for this project. Please see attached.
Thanks,
Kelly
From:Johnson, Kelly
Sent: Wednesday,January 30, 2019 8:56 AM
To: 'Ian E Flannery'<[e-mail]>;Tim Clinkscales<[e-mail]>; Scott,
Georgette<[e-mail]>
Cc: Michael C Loiacono<[e-mail]>; Anthony E Mills <[e-mail]>; Stew Daniel Gunn
<[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
All of the permitted data is summarized in Attachment B of the October 2018 permit,and the pending modification is
discussed in the permit and in the meeting notes from August. If data was not approved in October then it was not
reviewed. (Although at this point, I think you want to modify four ponds rather than three?) If you are going to modify
permitted data,then you need to submit all of the supporting documentation to do so (caics, plans, deed restrictions,
supplements, etc)with the standard application form just as you would for any modification.
KJ
From: Ian E Flannery [mailto:[e-mail]]
Sent: Wednesday,January 30, 2019 7:37 AM
To:Tim Clinkscales<[e-mail]>;Johnson, Kelly<[e-mail]>; Scott,
Georgette <georgette.scottr?« ncdenr.gov>
Cc: Michael C Loiacono <[e-mail]>; Anthony E Mills<[e-mail]>; Stew Daniel Gunn
<[e-mail]>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
'- _M'�YjY.r .,,' r: ��?�1�`I� < '1.0 {•i 'h .1��i(('` S�}.' - T_,Y=7 �''>�
t sf_
,w .. —.i
Attached are the latest deed restrictions for the unsold lots in Ph. 1B, 1C, and 3A2C.These were all calculated based on
the lots that had been sold up to that point in time.This document has been signed and recorded by our attorney.

ROY , ,;.„4.STATEZ\
COOPER i- �.
Governor . �, rs,\1�
MICHAEL S.REGAN . 4A..,z,,*', ,
Secretary a'^"^`n 0_`,
S.DANIEL SMITH NORTH CAROLINA
Interim Director Environmental Quality
March 14, 2019
CERTIFIED MAIL#7013 2630 0002 1133 7287
RETURN RECEIPT REQUESTED
D.R. Horton,Inc.
Attn: Mr. Michael C. Loiacono,Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: NOTICE OF VIOLATION,NOV-2019-PC-0192
Hawkswater
Stormwater Permit No. SW8 130412
Brunswick County
Dear Mr. Loiacono:
On March 14,2019,Wilmington Regional Office staff of the Division of Energy,Mineral and Land
Resources(DEMLR)performed a file review compliance inspection of the subject project, located on
Village Road,Leland, in Brunswick County,North Carolina. A summary of events to date is included
below. By copy of this letter to the Brunswick County Building Inspector,this office is requesting
that the Building Inspector consider withholding building permits and-Certificates of Occupancy
for this project until this matter is satisfactorily resolved. If this is not sufficiently resolved by April
15,2019 DEMLR will begin the recommendation for the enforcement of a civil penalty.
History:
1. 4/30/13: The original permit was written as SW8 060354 to Riverside Land Holding II,LLC,
who later lost the project to the bank. The first SW8 130412 permit was issued to D.R. Horton,
Inc. in April of 2013 after becoming the new property owner. Section II(16) (f)required 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..." D.R. Horton,Inc. is therefore
responsible for maintaining the impervious area per lot for all lots, including lots covered by the
permit that were constructed by the previous permittee. DR Horton,Inc. is also responsible for
all other permitting responsibilities for this project in its entirety.
2. 8/24/17: A Notice of Non-Compliant Inspection was issued.A permit modification application
had been accepted on June 15,2017 to modify Phase 3 Ponds 5 and 6. 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 on August 24, 2017. There were ponds not built per the plan such
as Phase 3 Pond 5 which was permitted to be constructed outside of the loop formed by Keekle
Lane but was instead constructed inside the loop formed by Keekle Lane. Unpermitted
construction such as several townhomes was also identified. Homes had been built that were not
on the plans such as 10222 Hawkeswater Blvd. Restrictions had been recorded in B2745/P0986,
but the restrictions did not appear to cover all of the lots in the permitted configuration because
the impervious area for Phases 2 and 3 was not permitted in 2013. It also appeared that the
impacted ponds may not have been designed to accommodate full build-out from those lots.
O&M Agreements were needed for ponds that had been modified or needed to be modified.
Certifications were needed for ponds that had finished construction. There were also specific
technical changes needed for specific ponds, and maintenance was needed.
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
DE -,1 Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NORTH CAROUNA
Warmest at&wind 0Als!0i""4�n" 910.796.7215

State Stormwater Permit No. SW8 130412
Page 2 of 5
3. 10/12/17: Permit modification with Second Notice of Non-Compliant Inspection.
a. The modification was issued for Phase 3 Pond.4 and Phase 3 Pond 6 to be redesigned,
and to add deed restrictions for Phase 3A Section C.
b. The Plan of Action requested on August 24,2017 was due on September 25,2017, but it
was not received.
4. 11/17/17: An incomplete permit modification application package was received. DEMLR sent
three emails requesting specific technical information that were not addressed. For instance,no
application was submitted with the modification package. It was unclear which ponds were
proposed for modification. Some drainage areas were shifting per the package. However,no
revised pond calculations were submitted. The narrative also discussed the deed restrictions for
the lots that the permittee was"responsible for". In further discussion,DEMLR explained that
D.R.Horton, Inc. is responsible for all of the lots inside the project area, including the lots
involved in the foreclosure.
5. 12/14/17,Notice of Deficiency: The letter referenced all prior correspondence summarizing the
deficiencies previously identified.
6. 2/15/18,Permit Modification Application was accepted: Even though DEMLR knew the
application was not complete, it was accepted in hopes that DEMLR could work with the
permittee to clarify the items that needed to be addressed. A Request for Additional Information
was mailed on April 25,2018 detailing the specific items needed to complete the review. Many
emails followed,but the requested items were still not submitted. The data submitted was
conflicting and incomplete. Specific examples include the fact that the package did not specify
which of the ten ponds were being modified. For instance, if there were three ponds to be
modified then there should be three sets of calculations. There should also be three supplements,
O&M agreements,plans and other supporting documents for the same three ponds shown in the
calculations. This was not the case. Supplements and calculations were submitted for some
ponds,but pages were missing and different ponds were listed in the supplements and/or
calculations and plans. Deed restrictions were also not submitted for all of the lots in the
subdivision that were changing. Additionally, certifications for the ponds that were built-out
were not all submitted. Various versions of forms were submitted on 11/17/17, 1/23/18, and
2/2/18,but it was unclear which forms/plans/calculations/deed restrictions/other supporting
documents were the latest versions for the intended application and which versions you intended
DEMLR to remove from your application package. Also,we had discussed specific lots that
needed to be added to the plan such as those near 489 Esthwaite Drive SE which were not
addressed in the package. Additionally,plans were labeled as"Phase 2"but it was not clear
where Phase 2 was located or which pond(s)were intended to treat it because no drainage area
map was submitted.
7. 8/9/18,Meeting: A meeting was held between Andy Mills(DR Horton), Tim Clinkscales
(engineer for DR Horton),and Kelly Johnson(DEMLR)to determine what items were needed to
continue the review. We determined that the pending modification(later issued on 10/16/18)
would address a portion of the items needed and that a subsequent modification application would
be submitted to address the remaining items. The pending modification would modify Phase 3
Pond 5 and add the configuration for Phase 2(which was determined to be the townhomes)to the
permit. We agreed that the future permit application would modify three ponds(Ph3/Pond 4,
Ph3/Pond 6,and Phl/Pond 3). Revised deed restrictions would also be needed for the
development.
8. 10/16/18, A permit modification issued with Notice of Continuing Deficiency because an
additional modification was needed per the August 2018 meeting. The Plan of Action was due on
November 19,2018. Permit Section II(16)(f)(ii)required an upcoming modification by
November 19,2019.

f
State Stormwater Permit No. SW8 130412
Page 3 of 5
• 9. 12/12/18,Application Return: An incomplete application was received on December 12,2018
and it was returned. The application contained a considerable amount of conflicting data similar
to previous applications,and did not fully address the items discussed at the August 2018
meeting. Examples of the conflicting and incomplete data include discrepancies between deed
restriction BUA/lot values and numbers of lots versus the summary tables submitted. Pond
revision data was included in the package that was not addressed at the prior meeting. But,the
package did not specify that other ponds would be modified in addition to the three identified at
the August 2018 meeting. DEMLR requested that you all determine which ponds needed
modifications, and then submit modification documents for those ponds.
10. 1/29/19,Project.Return: A minor modification application was accepted on January 28, 2019
following a completeness review. However, once it was forwarded to the review engineer, it was
determined that,again,the application submitted did not fully address the items previously
discussed. A major modification was needed per 15A NCAC 02H .1002(23)to increase
impervious area for at least one of the ponds,Ph3/Pond 4. The minor modification application
was therefore returned. It was again unclear which ponds you intended to modify because of the
significant amount of conflicting,missing, and incomplete data in the package. The three ponds
previously discussed,Ph3/Pond 4,Ph3/Pond 6,and Phl/Pond 3,were included but an additional
pond,Ph3/Pond 2 was also discussed in the package.
11. 3/14/19,Notice of Violation: DEMLR has spent countless hours attempting to communicate
what is needed,and has made every effort to work with you to ensure that you understand the
requirements. As documented in this letter,at the August 2018 meeting, and in the numerous
emails and letters on file you have submitted six incomplete modification applications.
Specifically, submissions on 11/17/17, 1/23/18 and 2/2/18 were revised a fourth time on 2/15/18
and accepted before the package was returned. Then,two more applications on 12/12/18 and
1/28/19 were eventually returned. Meanwhile,the project has been out of compliance for over a
year and a half. This is not acceptable.
Notice of Violation:
The project has been found in violation of Stormwater Permit Number SW8 130412, issued pursuant to
the requirements of the stormwater rules, 15A NCAC 2H.1000.The violations found are:
1. Failure to construct according to the approved plan. Per Section II(15)of the Permit the
permittee shall construct, operate and maintain the approved stormwater system in accordance
with the permit requirements and the supporting documents.In addition,per 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.
There are several ponds that are not constructed per the plan. Additionally,Permit Section II(16)
(f)(ii)required a modification to the October 2018 permit to be submitted by November 19, 2018.
All parties had agreed to this process as documented in the August 2018 meeting minutes,but a
complete application has not been submitted as of this date.
2. Failure to certify the stormwater system. Per Section II(10)of the Permit,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.An administrative
review of the file revealed that this Office has not received the Designer's Certification for all
ponds. Two partial certifications are on file; Ph3/Pond 5 (partial),Ph2/Pond 3 (partial).
However, full certifications for all completed ponds is required.
3. Failure to provide recorded deed restrictions. Per Section II(16)of the Permit,a copy of the
recorded deed restrictions was required to be submitted within 30 days. Revised deed restrictions
are needed. Specifically,recorded deed restrictions are needed for all sections where lots have
been sold. The deed restrictions form is needed where lots are permitted or are proposed to be
permitted but are not yet not sold.

State Stormwater Permit No. SW8 130412
Page 4 of 5
4. Failure to Operate and Maintain the Stormwater System. Per Section II(15)of the permit,the
Permittee shall provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. As discussed in the August 24,2017
inspection,ongoing maintenance is required. Operation and Maintenance agreements are also
required for all ponds. These need to be updated for ponds that need modifications. At least
three ponds are currently operating in an unpermitted configuration and therefore without an
approved O&M for the pond's design;Ph3/Pond 4, Ph3/Pond 6,and Phl/Pond 3. A fourth pond,
Ph3/Pond 2,may also be included in this list. A complete list is pending the upcoming
modification.
As also stated in the permit,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:
• Routine monthly inspections;
• Sediment Removal;
• Mowing and re-vegetation of side slopes;
• Immediate repair of eroded areas;
• Maintenance of side slopes in accordance with the approved plans and
specifications;
• Debris removal and unclogging of the outlet structure,orifice device and
catch basins and piping;
• Access to the outlet/bypass structure must be available at all times.
To correct these violations,you must:
1. Modification:
a. As discussed over the enclosed emails for the January 2019 return,please determine
which ponds need to be modified,and submit an application to modify those ponds. I
believe that Ph3/Pond 4,Ph3/Pond 6, and Ph1/Pond 3 need to be modified. But, as
previously discussed you also submitted data for an additional pond(Ph3/Pond 2)in
relation to the January 2019 return.It is therefore unclear how many or which ponds
need to be modified. Please have your engineer compare the permitted data to the
proposed and/or constructed data and submit an organized and complete modification
package for all ponds that need to be modified. If any pond increases its impervious
area or increases the overall size of the stormwater control,then a major modification is
needed per 15A NCAC 02H .1002(23). As of January 2019,this was the case for at
least one pond,Ph3/Pond 4.
b. If lots were sold without deed restrictions,please ensure that the respective pond(s)
account for that impervious area at full build-out per 15A NCAC 02H.1002(23).
c. Update Attachment B of the permit per Permit Section II(16)(f)(ii).
d. Ensure all homes planned and/or constructed are on the plan such as 10222
Hawkeswater Blvd and the homes near 489 Esthwaite Drive SE which were not
previously accounted for.
e. Please ensure all data is clear and consistent. If you modify three ponds,please clarify
which ponds they are, submit all supporting documents labeled as referring to those
ponds. If you submit revised deed restrictions,please ensure that it is labeled in a way
that can be lined up per phase and per pond.
2. Deed Restrictions:
a. Submit recorded deed restrictions for all sections where lots have been sold.
h. Submit the notarized deed restrictions form for sections where lots are permitted or are
proposed to be permitted but not sold.
3. O&M:
a. Submit an O&M for any pond that is redesigned from its permitted condition.
b. Maintenance was discussed in August of 2017,which is likely out of date. Please
ensure that all systems are maintained appropriately per their O&M Agreement.

State Stormwater Permit No. SW8 130412
Page 5 of 5
Please provide a"Plan of Action"by April 15,2019 to DEMLR that states how and when these
violations will be corrected.If we do not receive your plan of action by this date you will be in violation
of 15A NCAC 2H.1000,which will result in the recommendation of the initiation of enforcement action
such as the assessment of civil penalties,pursuant to NCGS 143-215.6A.
If you have any questions concerning this matter,please call Kelly Johnson at(910)-796-7331.
Sincerely,
!
•
f• f. aJ
Danny Smith,Interim Director
Division of Energy,Mineral, and Land Resources
GDS\kpj: \\\Stormwater\Permits&Projects\2013\130412 HD\2019 03 NOV 130412
enc: August 2018 Meeting Minutes
cc: Tim Clinkscales,PE Paramounte Engineering
Inspector,Brunswick County Building Inspections
Annette Lucas,PE;DEMLR
Wilmington Regional Office Stormwater File

Compliance Inspection Report
Permit: SW8130412 Effective: 10/16/18 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: 03/14/2019 Entry Time: 08:30AM Exit Time: 11:30AM
Primary Inspector: Kelly Johnson Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Follow-up Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
page: 1

Permit: SW8130412 Owner-Project: D R Horton Inc
Inspection Date: 03/14/2019 Inspection Type Compliance Evaluation Reason for Visit: Follow-up
File Review Yes No NA NE
Is the permit active? • 0 0 0
Signed copy of the Engineer's certification is in the file? ❑ M ❑ ❑
Signed copy of the Operation&Maintenance Agreement is in the file? 0 0 0
Copy of the recorded deed restrictions is in the file? ❑ 0 0 0
Comment: See NOV letter: Many ponds have been constructed. Modifications have been requested for over a
year and a half.
1.Certifications: There are ten ponds. Most have finished construction. Only two partial certifications
are on file. There are at least three, but potentially four or more.ponds that need modifications to bring
the project into compliance. Certifications for the final configurations are needed for all ponds.
2.O&M: Final O&M for all ponds are needed for the final configurations.
3. Deed restrictions have not been recorded for the entire development.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ • 0 0
Is the drainage area as per the permit and approved plans? 0 MI 0 0
Is the BUA(as permitted)graded such that the runoff drains to the system? ❑ • 0 0
Comment: Permit modifications followed by PE certifications are needed.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? 0 Id 0 0
Are the inlets located per the approved plans? 0 • 0 0
Are the outlet structures located per the approved plans? 0 ® ❑ 0
Comment: Permit modifications followed by PE certificaions are needed.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 0 0 0 II
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ 0 0 11
DWQ upon request?
Comment: A site inspection was not conducted today. A previous site inspection from 2017 cited maintenance
concerns. The site will be inspected again following the upcoming modification and certification
process.
page: 2

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday,January 30, 2019 8:56 AM
To: 'Ian E Flannery';Tim Clinkscales; Scott,Georgette
Cc: Michael C Loiacono;Anthony E Mills; Stew Daniel Gunn
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
r1,
All of the permitted data is summarized in Attachment B of the October 2018 permit,and the pending modification is
discussed in the permit and in the meeting notes from August. If data was not approved in October then it was not
reviewed. (Although at this point, I think you want to modify four ponds rather than three?) If you are going to modify
permitted data,then you need to submit all of the supporting documentation to do so(calcs, plans,deed restrictions,
supplements, etc)with the standard application form just as you would for any modification.
KJ
From: Ian E Flannery [mailto:[e-mail]]
Sent: Wednesday,January 30, 2019 7:37 AM
To:Tim Clinkscales<[e-mail]>;Johnson, Kelly<[e-mail]>; Scott,
Georgette<[e-mail]>
Cc: Michael C Loiacono<[e-mail]>; Anthony E Mills<AEMillst drhorton.com>;Stew Daniel Gunn
<[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
I r (..email. Do not click links or open attachments unless you verify.Send all suspicious email as an atthment to
Attached are the latest deed restrictions for the unsold lots in Ph. 1B, 1C,and 3A2C.These were all calculated based on
the lots that had been sold up to that point in time.This document has been signed and recorded by our attorney.
IAN FLANNERY,CPESC
Land Development Project Manager
itHOITION D.R.HORTON
4rarouss&A44f ' 121 Racing DriE 2,Suite 201,Wilmington, NC 28403
mobile:i<zC 09 C752 I email:IEFIannLrvt DRHorton.com
America's#1 Home Builder Since 2002 I drhorton.com
From:Tim Clinkscales<[e-mail]>
Sent:Tuesday,January 29, 2019 5:11 PM
To:Johnson, Kelly<[e-mail]>;Scott,Georgette <[e-mail]>
Cc: Michael C Loiacono<MCLoiaconoPdrhorton.com>; Anthony E Mills<AEMills(cldrhorton.com>; Ian E Flannery
<[e-mail]>;Stew Daniel Gunn<[e-mail]>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Kelly
I am sorry for the confusion but honestly I have no way of knowing those were not reviewed. So can I at least use the
permit that Michael Loiacono signed back in 2017 since all the same or do you want a new filled out application.
1

Also to make sure fully clear the only ones that you need calculations and plans are the ones that TBD in the chart
below, all others are good.
On a positive note, as the plan of action states, DR Horton has hired the contractor to start the work on the ponds that
need to be certified.
Thanks and such will be back in your office shortly, but again only the TBD ponds
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
1 22 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-enq.com
From:Johnson, Kelly<kell• .i?°-o ins^:ill:?r r,C,_iw.gov>
Sent:Tuesday,January 29, 2019 4:00 PM
To:Tim Clinkscales<tclir.!Tc,: 1,27 CI ur`:2-ei::..r n n>; Scott, Georgette<reorp,ette.sco LPncdenr.pov>
Cc: Michael C Loiacono< i._L!;_Rrctily•:- ! f rat)itr; L �.;t>; '[e-mail]'<A.-7.10N5,:rc3.rhor'on.'.om>; Ian E
Flannery<FF rmnerit drirr,_tr,r:.rum>; Stew Daniel Gunn <SDG:.Pnrfarirtl.2rton_r-om>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
The data shown as 'Date TBD" in October has not been reviewed or approved. You have made multiple submissions for
various things over the past year for this project, and there have been a variety of quesions and consistency issues with
that data as discussed in this extremely long email chain (particularly on 5/17/18). Only Ph3/Pond 5 was approved in
October 2018. None of the numbers circled and in yellow have been reviewed or permitted. (Ph3/Pond 2 is also
changing per the recent submittal.)
KJ
2

.kind-anent'Et-ewe 130412-Pond Drama Data
Rine 1 Phase- _ _
Pond 1 Pond 2 ' Pend 3' Pond 1 .Pond 2` Pond 3 Pond 4 ! Pond 6 Pond 6 —7
:• I:•? 'it1E T30' 15 17 1; I IG 12.17 1:..11.1; 1.3 s •? !a:...i-�• 1u t;11 10 r6.11 I 10 12:17 DATE TPC
S1rh Masse .. •..... ..i lam r ... 3,4,03an ioOA
2E11
as
351
!imn ra`tr.t. 31
00 30 29
P 32T332E3.
:fArinm6nti 1640 3301331? 3231.3212 32e1.3301
332E23321 3 9-J31E
13nod Rcanklad 1111AILn1 ' 15643_1, 1500 4.500I. 15001 Asa0' E9001 '' i 500i 4.500�` I
Ruh.Sattiac& 1995 1995 199i 1995 1995 19 5 _ 20013 _IL
sl drrr,in11t1Y Wva-x'rs: 0� 146 1065 7756 5 32 1 2512 a 5 6 71 .64 sea'i, e 2 8 21
li:luc"= +025 Be' 63d 1' 141065 OES 1,270,5s1 2'i1 73.3 t 60S s28 12 25k 215 67d 300.561 745 525 ]:;lr} 210 a72 265 i16!
oSso�^= 0 0 0 0 0 1. 0 0 0 0 2
1,, 1,0d hrpurviws tcot'.ack`n..!" 1.6s 002 225 51 506 101. 426. •. Q,:i.a~ rk7 57- '3 9igi, 1...14 I;a. 7*b,092 207.316' 222210 1 152116cfr ::7-5c5i
%Wits 269 636 -166 • 400 316 ..13/. •r,;;::a,1, ---�"
3T#' 6 1;:1�.:• ,;1f�Jv':L 12E000 gi 138 762.000 112006 4tE000
Roads.Pa 9 n¢ 90 a46 60 11 100 S6i' 101.'. :.;1 3i .,r 11! 7;r 51. 1-- Lam;?i 3a.993 119.j0? 60 500 I. 33 5,1 226651
SAewp11. ?. 0 4.7911. .. .,,..t't------•--4' ,ei;5 3 6099 0 9,110 6921 6921�
' i_ d � ;,ii44 i a 0 0 0 0,
E. t7re241a 31ara. tureme 111 1 1 i 3 1 5 i 1 8 r 1 --- 1; I 5 , .01 ...1 s d 1�1
J.PoOti111:kVA �` 6 01. `4 6 1 1.0 i 0 .. a+., 02 3 3 t :•� 81p ;? - 29ce:
O. 15 10MOVal ate(iemy.'a ... ...' 90 - * ea --9e - -- 90 e _9e -f- ,. r 0 l
1'. ih n.movv1 the t hegr..4244't�--------- --- 14 0 17. 14 0 1004 -- 12 0 _133 0 --._...109 SO a 0 1S 0;•Y 17 T. S Z• 6 9
0. Pstrat 1'oo 9644re gueo.II' 23 613 21.56 21 6-93 1li35i a 379 26.592 1026 23 610 23.11a,. :'0'Si 19 1'0{. 7,T,753' 15,251
h SUOnsko Ve1s,a*17ernnited Peslvided3,ar 39 47I-. 15 151 99156p 9 562 60 104 l 179 26 111 66.129 1 ,1.: 4c4c 17.716
Sviow Widmer Menu**ti'' ., I"
1 mien r ..'-
Perlmg Sfcrag•t kru 6 i1 i s5 1 ti 4 116 92 69 1 ?; 7 2
I. .'antrniingIIalrics 'gMo. 30 2 30 3 1, 3'1 v f•25 25 20 20
F !'unlined 1 oretny Volume 71 11 283 5 r• 10 573 20.4 2 1:';k 11 1] '.:' 10299 i 12 639 •••.r r 2rii :6 31 1911
I P1sri0 5hewnlniver93aom 0,1. s,4r+..
n, Sri;aFIX Relde■tiamber - . 1677 ,
n.i.!#9539it:Olian.9 Water 360riy V - '-- "— ..
47 X1 x.fronte6t hcne7'avrer '. i L, 1A :..51 .1._
i ._.T_;,31 :.,1.____ 1,7i,� ir;'_,. ( - _�_ ;-
..._... 3.1 7 "
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Tuesday,January 29, 2019 3:38 PM
To:Johnson, Kelly<[e-mail]>;Scott, Georgette <.georgg.tte,scotttatncdenr.gov>
Cc: Michael C Loiacono<[e-mail]>; '[e-mail]'<AEMillsfDdrhorton.cem>; Ian E
Flannery<IEFlannery( drhorton.com>;Stew Daniel Gunn <[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
iExternal email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
i i
I am sorry to get in a back and forth but in May 2018, here are the calculations for that pond showing the 165K back in
August 2017, I am only sending this not to day whom is right/wrong or indifferent but not to review stuff again that has
already been reviewed,to resubmit the same things. Both our times are important and all has been submitted and
believe reviewed in its due time,these were again looked at many time, I only assume they were reviewed on DEQ end
send the chart and permit match the BUA we have on all the ponds. That is how we got what set of rules each pond was
being designed for.
In October with Andy in the room,we discussed, I thought the only thing changing was the BuA/Lot on the 2
sections. Again a lot of things discussed and I am truly just wanting like yourself to get off all our plates.
If you want to resubmit the same stuff as multiple times I will and we can go through the process again. If that is the
case,will give back to you tomorrow. Please lets take all the items on Attachment B as being the latest, I can provide lot
numbers for the one section and BUA per pond for Phase 3 Pond 4&6 along with recorded deed restrictions.
This will close out the permit and matches everything.
3

Tim Clinkscales PP, PLS
PARAMOUNTE ENGINEERING, INC
1 22 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: (910) 520-1 991
FAX: [phone]
www.paramounte-encl.com
From:Johnson, Kelly<kelly.p.iohirs nr;fir.,,(.. i-.guv>
Sent: Tuesday,January 29, 2019 3:23 PM
To: Tim Clinkscales<tclinkscales r�ur. rirt -�:p.coni>; Scott, Georgette<a,:2c:r,p;ette.scott@ncdenr.€ov>
Cc: Michael C Loiacono<MC!..,oiaco_no' r -ho+;r:n.corr'>; '[e-mail]' <AEMills(sdrhortori.enm>; Ian E
Flannery<:: ;[e-mail]:>; Stew Daniel Gunn <SDGunn@drho :an.corri>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
Please see below in Blue.
I<J
From:Tim Clinkscales [mailto:tclinl•: Ccales_pparlmo.: nte_eng.com]
Sent:Tuesday,January 29, 2019 2:27 PM
To:Johnson, Kelly<kelly.p.ohnson(Oicdenr.�=,oy>; Scott, Georgette <ceorgettc.scottia)ncdenr.gov>
-Cc: Michael C Loiacono<MC.oia c n+ ty?cirho;_-op.com>; '[e-mail]'<AE[Miil s_) rhorton.corr1>; Ian E
Flannery< Flarinerv(c.)drhortor,.co >; Stew Daniel Gunn <[e-mail] >
Subject: FW: [External] RE: SW8 130412 Hawkeswater at the River
External �-rtai�.. Do of click Iinkk►rr open attachments t you Verify.Send all suspicious email as are attac merit to e
.
I am ;: sponding to your email about a major modification,the spreadsheet from October shows the 165K of impervious
and the calculations I sent back in May 2018 shows such. I am also enclosing the pdf of Attachment B, I am not sure
what else I need to provide on this chart. On the deed restrictions per pond, I can do such, but these are exactly the
same way provided in the October approval submittal so mimicked such. In the meeting notes from August in this email
chain below, we discussed that the pending mod at that time(which was issued in October 2018)would only modify
Phi/Pond 5, and that at least three other ponds would need to be modified in the future (in the currently-pending
modification). You all needed more time to get the calculations etc together for the other ponds. The 165,092sf value in
Attachment B from October was not permitted. It was a placeholder to capture the data we knew was coming because
we had gone through so much to figure it out. The permit text specified that the modification to update the data in
Attachment B was due on 11/19/18. Attachment B did not have an approval date for the 165, 092sf because it was
pending, and Attachment C specified that only Ph3/Pond 5 was modified in the October 2018 permit.
4

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday,January 29, 2019 3:23 PM
To: 'Tim Clinkscales'; Scott, Georgette
Cc: Michael C Loiacono; '[e-mail]'; Ian E Flannery; Stew Daniel Gunn
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Please see below in Blue.
KJ
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Tuesday,January 29, 2019 2:27 PM
To:Johnson, Kelly<[e-mail]>;Scott, Georgette<[e-mail]>
Cc: Michael C Loiacono<[e-mail]>; '[e-mail]'<[e-mail]>; Ian E
Flannery<[e-mail]>; Stew Daniel Gunn<[e-mail]>
Subject: FW: [External] RE:SW8 130412 Hawkeswater at the River
[EUTTON: -
Kelly
I am responding to your email about a major modification,the spreadsheet from October shows the 165K of impervious
and the calculations I sent back in May 2018 shows such. I am also enclosing the pdf of Attachment B, I am not sure
what else I need to provide on this chart. On the deed restrictions per pond, I can do such, but these are exactly the
same way provided in the October approval submittal so mimicked such. In the meeting notes from August in this email
chain below, we discussed that the pending mod at that time(which was issued in October 2018)would only modify
Ph3/Pond 5, and that at least three other ponds would need to be modified in the future (in the currently-pending
modification). You all needed more time to get the calculations etc together for the other ponds. The 165,092sf value in
Attachment B from October was not permitted. It was a placeholder to capture the data we knew was coming because
we had gone through so much to figure it out. The permit text specified that the modification to update the data in
Attachment B was due on 11/19/18. Attachment B did not have an approval date for the 165,092sf because it was
pending, and Attachment C specified that only Ph3/Pond 5 was modified in the October 2018 permit.
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 storrwater system has been approved for the management of stormwater runoff as
described in Attachment B.This project is not In compliance. There are lots that do not
have deed restrictions established for them in this permit. A Modification application
to uodate the data In Attachment 8 is due on November 19.2018.
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.
1

Attachment B-SW8 130412-Pond Design Data
10116/18
Phase 1 Phase 3
Pond 1 Pond 2 Pond 37 Pond 1 Pond 2' Pond 3 P• • Pond 5 Pond 6
10712717 10/1211 10/12/17 DATE racy' 10/12117 10112/17 10/12,17 10/12."1r 10/12/17 10r16118 10+12117 DATE Tat
ivb.Phase j 113t1C 3A.3(3A
2B Section 261
lumber of Lots Xi 31 36 29
1fa
v _. 3273.32d,
3256-3361
.atNumbers I 1430 33033317.
13332 3231-327232274311
Ned Reerlcisd BUAILM . 4500' 4600 - 6 4..500 4500 4500 4500 a 4,600 4,500 a 4.51
tub Sulejee 1995 1995 1395 1995 1995 4995 2017 2000 2017
.. Drainage Area.acres: 23.62 14.65 28.17 27 56 5 32 25.12 0 97 6 65 6.90 9 OD 4 20 6 20 6
Ons.1e 92 1,0213.867 633,154 1,227,005 UM.514 231.739 1.001120 42:253 209.674 300,564 395525 357,192 270,072 265.7
OOsii*,3 _ 0 0 0� 0 0, 0 0 r 0 0 0 0
.. Total impervious Surfaces,fi' 360.082 226.612 508,781 426.391 106,286 656 516 23.960 148.- 165,092 247 —222210 1624921 161,9
13wld:rgs 269,636 166,399 400,316 320000 53,143 103.500 10,454 112.01' .... 97,139 162.600 112,000 115.0
Roads/Pe1lmg 96,446 69,113 109,46S 101600 53,143 31621 17,504 30.053 34.993 110.207 50.500 33.511 2851
Sidensrk 0 0 0 4,791 0 3.547 0 6.099 5,099 0 9,710 6921 6,9;
Rave 0 0 0 0 0 6113.043 0 0, 0 0 0
.Design Storm.inches 10 10 10 16 10 1.0 10 1 S 15 10 15 15 1
I.Peed Depth',Feet 60 40 70 5S 70 70 40 G0 30 7'O 46 00 :+
..755 removal efficiency.% 90 90 90 90 90 90 90 0 oz: 93 90 0
Permanent Pool Lt►v..FMSL 140 170 14.0600 120 1?0 100 80 1Cc 110 130 60 6
i.Perm.Pool Surface Area,Rt 23.813 21501 21.9931 1067 0.379 26 502 4.026 21.440 223.44 i i'2 765 19407 15 254 15,2
., Storage Volume 4PonnitroWPtovided).be 35,473 20-371 45,164 15 e5 2 40104 4,379 47
3 9.662i 418 S,1F 22 944 69,844 24 615 .7
Storage Volume(NaguirarD.02=.... . -� .......___2_'
2 - - -a '—_ 1-_--
Attachment C-SW8130412-Historical Summary
9/9/2008 Permit was originally issued to Riverside Land Holdings Il,LLC as 5W8 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 n
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
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 a
There are ponds not built per the plan,and there is unpermitted construction. It also appears that unpermitted lots have been sold with(
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 do
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 2,
inspection. A response to the August 24,2017 inspection was due on September 25,2017,but has not been received.
8/9/2018 Meeting between Kelly Johnson(DEMLR),Anthony Mills(DR Horton),and Tim Clinkscales,PE. The permit was in-house for a modificatio
application did not include all items that were needt#l. It was determined that Ph3/Pond 5 would be modified under the current applicat
that Ph3/Pond 4,Ph3/Pond 6,and Ph1/Pond 3 would be modified under a future modificaiton. These ponds were reportedly designed at
4,500sf/lot,deed restrictions were recorded at 4,500sf/lot(8K745/PG0986),but the permit requires 4,000sf/aot. (It was unclear if phi/P.
needed to be modified as well. There was inconsiste wN 0., 1 . r• _ r iect also needed maintenance pi
and the coon s need to be certified.
10/16/2018 Permit modification for Ph3/Pond 5. This pond has been modified to move it from outside Keekie Loop to inside Keekle Loop
Iftraussaisr
Tim,
At least one of the ponds being modified is increasing its impervious area. (Ph3/Pond 4 is increasing from 148,155sf to
165,092sf). That makes the project a major modification. The package was submitted as a minor modification and is
therefore being returned.
Additionally;
2

1. You are modifying four ponds(Ph1/Pond 3, Ph3/Pond 2, Ph3/Pond 4,and Phi/Pond 6). But, I only have the
calculations and supplement for Ph3/Pond 2? (If the elevations changed on the O&M,then we need that revised,
too.) The ponds are not being modified, I have just updated the chart to match all the plans/calculations that were
approved in the October approval. See above.
2. I also see that Ph3/Pond 2 is adding 91,792sf of offsite drainage area. Is that being accounted for at full build-
out? The offsite was in the original permit and it includes the existing Belville Elementary School. This permit should
reference a permit for the school if there was offsite? I will have to look into that.
3. The deed restrictions form has been submitted showing that the revised deed restrictions would be recorded. But, I
think we had discussed that many of these lots had already been sold under deed restrictions for 4,500sf. Some lots are
being reduced below that amount. We need the revised and recorded restrictions. These are the per lot given to me by
client,will make sure get copy of recorded deed restrictions.
4. The revised permit Attachment B summarizing the data per pond references the deed restrictions table for three
ponds. But,the deed restrictions table isn't per pond? As stated above, can update but same as October approval. See
above.
5. I didn't receive revised plans. But, all four ponds drainage areas are changing and at least two ponds have lowered
the temporary pool. Plan changes are needed. No plans have changed same as October approval. See above.
6. Attachment B isn't fully filled out. Respectively let me know what else to fill out.The number of lots to Ph1/Pond 2.
7. I don't see the Plan of Action in this package. Plan of action is on the response letter that was provided
8. I have not reviewed all of the previous correspondence to ensure that this is a complete list of items that are
missing. Please ensure that any other items previously discussed are addressed.All items have been addressed,the only
one to update is the deed restriction per pond on Phase 3 Pond 4
I would ask for you not send back with this information that BUA has not increased and waiting on copy of recorded
deed restrictions and breakdown, please let me know you received this email
Thanks
Tim Clinickales FE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.naramounte-eng.com
From:Johnson, Kelly<[e-mail]>
Sent:Tuesday, October 16, 2018 1:42 PM
To: Michael C Loiacono<[e-mail]>;Tim Clinkscales<[e-mail]>; Anthony
E Mills<[e-mail]>
Cc: Ian E Flannery<[e-mail]>;Stew Daniel Gunn<[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Andy&Tim,
This attached permit was issued today. The Excel file contains the data tables. As we discussed at the meeting,the
permit needs to be modified again. Please submit that application as well as the Plan of Action by 11/19/18.
Thanks,
Kelly
3

" .STATE a N
ROY COOPERi - � �'�
Governor '' `i1
MICHAEL S.REGAN i :,,,�„. 'x
Secretary Qunm '_
S.DANIEL SMITH NORTH CAROLINA
interim Director Environmental Quality —
January 29,2019
D.R. Horton, Inc.
Attn: Mr. Michael C. Loiacono,Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: PROJECT RETURN
Stormwater Project No. SW8 130412
Hawkeswater
Brunswick County
Dear Mr. Loiacono:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit for the
subject project on January 28, 2019. A minor modification was submitted,but a major modification was
needed. The project is therefore being returned.
If you wish to pursue construction of this project,you must reapply for a permit to the Division.Your
application package must include a completed and signed application form, supplement form, signed
O&M agreement,application fee, signed, sealed and dated calculations, and 2 sets of signed, sealed and
dated site layout and grading plans with details.
The construction of any impervious surfaces prior to receipt of a new or modified stormwater permit,
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.
If you have any questions concerning this matter,please contact Kelly Johnson at(910) 796-7215 or via
e-mail at [e-mail].
Sine ely,
,1021A- Landia"--
.fix Danny Smith,Interim Director
Division of Energy,Mineral and Land Resources
GDS/kpj: \\1 Stormwater\Permits&Projects\20 13\13 04 12 HD12019 01 return_project 130412
enc: Email, 1/29/18
Application Package(returned to T. Clinkscales)
cc: Tim Clinkscales, PE,Paramounte Engineering
122 Cinema Drive, Wilmington,NC 28403
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
GrJ�' ���!!! Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NORTH CAROLINA
°°°"m'.caEntimm'"I°I°°'m"� e". 910.796.7215

Permit No.
(to be provided by DWQ)
AccA 4F 0V k Te4'
Ar ice®
_ la
NCDENR � .: ......
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.
I. PROJECT INFORMATION
Project name Hawkeswater
Contact person Tim Clinkscales,PE
Phone number 910-791-6707
Date 1/4/2019
Drainage area number Phase 3 Pond 2
IL DESIGN INFORMATION
Site Characteristics
Drainage area 1,092,920 0 ft2
Impervious area 462,171.1 ft2
%impervious 42.29 %
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 58,825.00 ft3
Volume provided 61,154.00 ft3
Storage Volume: SR Waters
1-yr,24-hr runoff depth. n/a in
Pre-development 1-yr,24-hr runoff nla ft3
Post-development 1-yr,24-hr runoff n/a ft3
Minimum volume required #VALUE! ft3
Volume provided n/a ft3
Peak Flow Calculations
1-yr,24-hr rainfall depth 4.08 in
Rational C,pm-development 0.20 (unitless)
Rational C,post-development 0.52 (unitless)
Rainfall intensity:1-yr,24-hr storm 1.4/2.2 in/hr
Pm-development 1-yr,24-hr peak flow 9.36 ft3/sec
Post-development 1-yr,24-hr peak flow 59.50 ft3/sec
Pre/Post 1-yr,24-hr peak flow control 50.14 ft3tsec
Basin Elevations
Basin bottom elevation 1.00 ft
Sediment cleanout elevation 2.00 ft
Bottom of shelf elevation 11.50 ft
Permanent pool elevation 12.00 ft
SHWT elevation nla ft
Top of shelf elevation 12.50 ft
Temporary pool elevation 14.00 ft
•
Form SW401-Wet Detention Basin-Rev.4 Parts I.&II.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 2.10 (unitless)
Surface area at the bottom of shelf 128,326.00 ft2
Volume at the bottom of shelf 81,979.00 ft3
Permanent pool,surface area required 22,951.00 ft2
Permanent pool,surface area provided 25,861.00 ft2 OK
Permanent pool volume 93,143.00 ft3
Average depth for SA/DA tables 3.60 ft OK
Surface area at the top of shelf 29,512.00 ft2
Volume at the top of shelf 106,854.00 ft3
Forebay volume 18,979.00 ft3
Forebay%of permanent pool volume 20.38 % OK
Temporary pool,surface area provided 33,586.00 ft2
Drawdown Calculations
Treatment volume drawdown time 3.53 days OK
Treatment volume discharge rate 0.19 ft3ls
Pre-development 1-yr,24-hr discharge 9.36 ft3ls OK
Post-development 1-yr,24-hr discharge 0.19 ft3/s OK
Additional Information
Diameter of orifice 3 in
Design TSS removal 90. %
Basin side slopes 3.00 :1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of flowpath to width ratio 5.00 :1. OK
Length to width ratio 5.00 :1 OK
Trash rack for overflow 6,orifice? y (Y or N) OK
Freeboard provided 3.50 ft OK
Vegetated filter provided? n (Y or N) Design must be based on 90%TSS removal
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 PUMP OUT
Form SW401-Wet Detention Basin-Rev.4 Parts I.&II.Design Summary,Page 2 of 2

DEMLR USE ONLY
Date ecei ed Fee Paid Permit Number
`i` 1 Iki r�i VEF PER[ [`I` I[ t FC1[ .[fit 7:
Standard Permitting Program-No Fee for Minor Modification
Express Permitting Program-See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items(with
original signatures)must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at:http://deq.nc.gov/contact/regional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1)does not increase the net built-upon area; and/or
2)does not change the size or design of the SCM(s).
1. State Stormwater Permit Number: SW8 130412
2. Current Permit Holder's Company Name/Organization: Hawkeswater on the River
3. Signing Official's Name: Michael C. Loiacono
4. Signing Official's Title: Vice President
5. Mailing Address: 1121 Military Cutoff Road, Suite C-322
City: Wilmington i State: NC ZIP: 28405
6. Street Address (if different): :
City: State: ZIP:
7. Phone: [phone] Email: Michael C Loiacono<MCLoiaconodrhorton.com>
8. Describe the minor modifications that you are requesting, including any revised BUA allocations(attach
additional pages or supporting tables similar to Section 1V.10 of the original application, if needed):
Reallocation of impervious for the lots
B. eUBMITTAt li QUEREMENTS
Please mark"Y"to confirm the items are included with this form. Please mark'X"if previously provided. If not
applicable or not available, please mark N/A.:
'go
t-
1. Two hard copies(with original signatures)and one electronic copy of this completed form.
N et- 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
Athe changes and a signed agreement to provide the final recorded document.
4. If applicable, the appropriate Express review fee.
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14, 2017

.'t`f:C T lit``ORE .T[C;r.r
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name:Tim Clinkscales, PE, PLS
Consulting Firm: Paramounte Engineering, Inc.
Mailing Address:122 Cinema Drive_
City:Wilmington State:NC Zip:28403
Phone: (910) 791-6707 Fax: (910) 791-6760
Email: :
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name&Title:
Organization:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email: :
D. CERTIFICATION OF FERMI T TEE
i, Michael C. Loiacono , the current permittee, certify that I have authorized the minor
modifications listed in Section A and shown in the attached revised plan sheets. I further attest that this information is
accurate and complete est of my knowledge.
Signature: /" �-' Date: / V I
I, IA0 �LAI�N�(.`t , a Notary Public for the State of iti0V0a GALo L t AJ✓{
County of 1J5..kni RAnlOV tK. , do hereby certify that MI LklAti L LD(A. aN V
personally appeared before me this the qTH-1 day of SPnJVha.K , 20 14 , and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
Mamumpr t,
(Notary Seal) . FLAN ,
14OTAlq y.
Notary Signature �� Z p BUG 21
My commission expires D(-1 goad qG
so
O y
two
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6,2017

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Michael C. Loiacono , acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 130412, as issued by the Division of Energy, Mineral and Land
Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is_square feet. This allotted amount includes any built-
upon area constructed within the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, .structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised,
open wood decking, or the water surface of swimming pools.
OR, if the proposed built-upon areas per lot will vary, please REPLACE#6 above with the following:
6. The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
1-80: see chart
Phase 1B/1C
This allotted amount includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30**foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of-2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: .,7/ Y Date: n:r 1°A2-'d'
N,
I, gA,c3 F RI 5 liti , a Notary Public in the
State of fjoctirti cAkouid,., , County of i :i' u iAA? Jyu , ,
do hereby certify that (4 u C,uokfiL L.Lt c':aO personally appeared
before me this the lc!V if day of ijovS141/45v; , 20 l e , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
now
ti''" FAN
My Commission expires �� ` ' � �
_ �°UBIIC
ti '
le*DVER C0-
u
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

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High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater rwater control facility.
I, Michael C. Loiacono , acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 130412, as issued by the Division of Energy, Mineral and Land
Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the storm water management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is_square feet. This allotted amount includes any built-
upon area constructed within the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes. but is not limited to, structures,
asphalt, concrete, grave!, brick, stone, slate, coquina and parking areas, but does not include raised,
open wood decking, or the water surface of swimming pools.
OR, if the proposed built-upon areas per lot will vary, please REPLACE#6 above with the following:
6. The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
: see chart
Phase 3 Section 2
This allotted amount includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30**foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: �' �-- Date: l, 19 470
I, E&jJ FL Ik JJ lat.( , a Notary Public in the
State of DAM_t AJ , County of tJ 14 V E.1K,
do hereby certify that WC RIVE L. Lo Cojj personally appeared
before me this the it-1 day of %i)ti , ,A K , 20 1 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature FIAN/vk
My Commission expires
NOTAR
1
of
PUBUG 2=
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-OVER GCS'
Memo*
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

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Burd, Tina J
From: Burd,Tina J
Sent: Tuesday,January 29, 2019 9:35 AM
To: '[e-mail]'; 'Tim Clinkscales'
Subject: SW8 130412 - Hawkeswater on the River
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources(Stormwater Section)accepted
the Stormwater Permit.Minor Modification Application for the subject project on January 28, 2019. The project has
been assigned to Kelly Johnson and you will be notified if additional information is needed. Please be advised that the
construction of built-upon area may not commence until the Stormwater Permit is issued.
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance&Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
. 0itegi;)
.. e;;1. . from this addre�%;.. +t _. to the
. . .. ,•Law and 1 ,7y - to fhird parties.
1

rAp'plication Completeness Review Checklist
Project Name: .�-A-.�7 t-c7e,-�-t r' Date Delivered to WIRO: c (L '�-�]11
_ BIMS Received/Accepted Date: c in L1 tl'
Project County/Eacation: 1" A-c— °BIMS Acknowledged Date: r
Rule(s): 02017 Coastal 02008 Coastal 11995 Coastal DPhase II ❑Universal 0:L988 Coastal
Permit Action: New/Major M Minor o/ Renewal/Transfer **New Permit#:
Permit Type: HD}`ID/LD Overall/HD &LD Combo xisting Permit#: 5_c.7r 1 3 09 t -4—.
General Permit/Offsite/Exempt/Rescission ❑PE Cert on File?
:SCM Type(s): Offsite to SW8:
Development Type: Commercial/Residential /Other LE_ DMaster PE Cert.on File?
Subdivided?: Subdivision or Sin. le Lot
For New or Transferred Permits Permittee is: Stream Class:
Property Owner(s) ❑Developer Lessee ❑Purchaser❑HOA ESA Map ❑ORW Map
Paperwork Emailed Engineer on:
upplement(s)j1 original per BMP)
❑O& with correct/original signatures(1 original per BMP except LS/VFS and swuies)
• ❑ DesignEngineer
Application with correct/original signaturesI Et Email Address: En in r
❑Corp or LLC: Sig. Auth. per SoS or Signature Authorization letter or report ❑Email Address: Property Owner
❑$505(within 6ma) Check#(s): DNo Fee ❑Deed
❑Soils Report:w/SHWT or General Report ❑Email Address: Lessee
ri (I*oc�4► '
Calculations(signed/sealed)
t i3 A. please Agreement
Jed Restrictions,if subdivided: Email Address: Purchaser
*Signed&Notarized Template Purchase Agreement
Ele6rrect Template (Comm/Res & FD) or Dec.Covenants&Rest. ❑Email Address: Developer
❑Recorded Covenants ❑Email Address: HOA Representative
❑Recorded Plats 050°%0 or more Lots Sold List
inject Narrative
❑USGS Map
Plans
02 Sets ❑Wetlands: Delineated or No Wetlands
-,❑Vicinity Map ❑Project Boundaries
❑Legend ❑Layout (proposed BUA dimensions)
❑DA Maps ❑Details(roads,cul-de-sacs,curbs, sidewalks, BMPs, Buildings, etc)
❑Existing Conditions Landscape Plan
Grading fPE Seal
REVIEWER NAME:
i 1„...,21)--, NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
**FOR NEW Projects-Enter New Permit#on
11 supplements& Deed Restiction Templates.
G:WQ\\\Reference Librarv\Procedures\Checklists\Compieteness Review Checklist 2018 03 13

Johnson, Kelly
From: Tim Clinkscales <[e-mail]>
Sent: Monday,January 14, 2019 10:59 AM
To: Johnson, Kelly
Subject: [External] Hawkeswater
Attachments: 2018 10 Excel_BUA 130412 Final.pdf
- External email. Do not click links or open attachments unless you verified.Send all suspicious email as an attachment to
Kelly
We dropped off the package on Friday and the chart was not the final one. I had not placed all the lot numbers on the
top. Just noticed such and so sending you the new spreadsheet. The numbers at the top are the only items that
changed.
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL. [phone]
FAX: [phone]
www.paramounte-eng.com
1

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PARA MOUNT
E N GI MEE 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 1/11/19
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—Minor
. Modification
Attu: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑Originals ®Prints El Shop Drawings ®Calculations
The following items: El Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
2 SW Form 7
1 Original of Deed Restrictions
2 Design Narrative and Calculations Phase 3 Pond 2—Townhome section
1 Phase 3 Pond 2 Supplement—Townhome Section
1 Stormwater Narrative—Minor Modification
1 Attachment B
1 Response Letter from December—same responses,have added the
additional information/Electronic Copy
Issue Status: ® For Approval ❑As Requested ❑Construction El Bid
O For Your Use ❑For Review and Comment ❑Approved as Noted El See Remarks
'Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted El Amend&Resubmit
O Rejected-See Remarks ❑ Approved as Submitted ❑ Other
Rematks4
Cc; Signed- el ' '
Tim Clinkscales,PE,PLS
' JAN 2 8 2 3i 1- �/ j

DEMLR USE ONLY
DRe ived Fee Paid Permit Number
0= 8 ! 3actt
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program—No Fee for Minor Modification
Express Permitting Program—See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items(with
original signatures)must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at:httn://deg.nc.aov/contact/reoional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1)does not increase the net built-upon area;and/or
2)does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 130412
2. Current Permit Holder's Company Name/Organization: Hawkeswater on the River
3. Signing Official's Name: Michael C. Loiacono
4. Signing Official's Title: Vice President
5. Mailing Address: 1121 Military Cutoff Road, Suite C-322
City: Wilmington State: NC ZIP: 28405
6. Street Address(if different): :
City: . State: ZIP:
7. Phone: [phone] Email: Michael C Loiacono<MCLoiacono(cadrhorton.com>
8. Describe the minor modifications that you are requesting, including any revised BUA allocations(attach
additional pages or supporting tables similar to Section i 10 of the original application, if needed):
Reallocation of impervious for the lots '^ (A S[ ( 4./G ems' plate 3 S'<.6.,, 2—
1
:.= JAN 2 8 2019
B. SUBMITTAL REQUIREMENT;. li
Please mark"Y"to confirm the items are included with this form. Please mark X"if previously provided. If not
applicable or not available,please mark N/A.:
"az 1. Two hard copies(with original signatures) and one electronic copy of this completed form.
tilt( 2. Two hard copies and one electronic copy of the revised plan sheets(must be a revision of the
originally approved plan sheets).
`6c 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
Ithe changes and a signed agreement to provide the final recorded document.
4. If applicable,the appropriate Express review fee.
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14,2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name:Tim Clinkscales, PE. PLS
Consulting Firm: Paramounte Engineering, Inc.
Mailing Address:122 Cinema Drive
City:Wilminaton State:NC Zip:28403
Phone: (910) 791-6707 Fax: (910) 791-6760
Email: :
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name&Title:
Organization:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email: :
D. CERTIFICATION OF PERMITTEE
I, Michael C. Loiacono ,rl a carefit permiltee, certify that I have authorized the minor
modifications listed in Section A and shown in the attached revised plan sheets. I further attest that this information is
accurate and complete est of my knowledge.
Signature: Date: f 7
i, IAN) cLA J, ti tt`( ,a Notary Public for the State of ttiovii CA1,Ot,tAJ, t
County of It}rani ikAtJCAIS t2. , do hereby certify that M 1 GI:IAS L Ltgoc OM v
personally appeared before me this the 14TH day of Saaiat.K ,20 1 Q, and
acknowledge the due execution of the forgoing instrument.Witness my hand and official seal,
Met
(Notary Seal) 0�NF
NQTAi3
Notary Signature = BUG
My commission expires D .1 Stag0 y'�A►n.
pGIZ°
ti
r JAN 28 2;7:1.
SY:�
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6,2017

DESIGN NARRATIVE
For this minor modification,no plans that have been submitted in the past are being changed. The two
items that are being submitted are the updated impervious per lot for Phase 3A Section 2C and Phase
1B/1C. The updated impervious per lot is per the latest lots sold or guaranteed within the neighborhood.
These are reflected as attachments to the signed deed restrictions. The second update or clarification
involves the Phase 3 Pond 2 drainage area that includes the townhomes and lots along Hawkeswater
Blvd. In the initial approved permits, the townhomes were part of the future allocation in the drainage
area. The items that were designed in 2013 are provided in this submittal set, these calculations are
exactly what was provided back in May 2018. As part of the update,the attachment B has been updated
for this pond and changes in red. Since we have the townhomes designed and built, the actual
impervious to the pond is less and reflected as such. Also provided the supplement to match the
calculations.
I;
JAI 28 2013
BY:

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HAWKS WATER AT THE RIVER.
PHASE 2
BRUNSWICK, NC
STORMWATER NARRATIVE
Prepared for:
DR HORTON, INC
4073 Belie Terre Blvd.
Myrtle Beach, SC 29579
Prepared by:.
11V
f,
.1 JAN 2 8 zem
PARAMOUNTE
CM QINIME. St I hiG IN C
5911 Oleander Drive,Suite 201
Wilmington; NC 28403
NC License#:C-2846
Project;12293.PE
• 0,
April 2013
•!4•'(:,.I

HA'WKS'WATER AT THE RIVER
BRUNSWICK,NORTH CAROLINA
Project g 12293.PE
Table of Contents
Design Narrative
Proposed improvements
Maintenance
Erosion and Sedimentation Control Specification
USDA Soils Map
USGS Map
Pagel

DESIGN NARRATIVE
DR Horton, Inc. proposes to develop Hawkswater at the River—Phase 2 in Leland, NC. Phase 2 will
consist of 17.7 acres located within the Hawkeswater at the River development off of previously
constructed Morecamble Blvd and behind Beivi.11e Elementary School. The development is off NC 133
just outside of Leland.
Phase 2 consists of 84 multi-family units on the 177 acres. The pond shown is sized for 25.12 acres in
permit SW8 060334M0D, this is labeled as Pond#2,Phase 3. The pond was sized using the same criteria
shown in the approved permit, the future development will consist of single family lots that will
submitted for approval upon construction documents being produced..
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 pond via a strorm drainage
system. The runoff will be controlled in the ponds through the use of outlet structures for primary
control and spillways for greater rainfall events.
The impervious area was calculated.by taking into the account the roadways, sidewalks, multi-family
units,amenity center and future single family lots. In addition to this requirement,they will be designed
to handle the pre/post requirements from Brunswick County.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated erosion control
devices in accordance with the plans and specifications. In addition, inspection and any necessary
maintenance will be required immediately following any significant storm event.. Sediment will need to
be removed from behind silt fencing as described on the Erosion Control Plan. Vegetative cover will be
fertilized and reapplied as necessary to promote a vigorous stand.
Page 1

EROSION AND SEDIMENTATION CONTROL SPECIFICATION
PART 1-GENERAL
Ll RELATED DOCUMENT
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections,apply to this Section.
1.2 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughou t construction to prevent the
erosion of soil and the sedimentation of streams,lakes, reservoirs, other water impoundments,
ground surfaces,or other property as required by State and Local regulations.
B. Contractor shall, upon suspension or completion of land-disturbing activities, provide
protection covering for disturbed areas.Permanent vegetation shall be established at the earliest
practicable time. Temporary and permanent erosion control measures shall be coordinated to
assure economical, effective, and continuous erosion and sediment control throughout the
construction and post construction period.
1.3 RELATED SECTIONS
A. Related Sections-The following Sections contain requirements that relate to this Section.
1. 01011-Existing Underground Utilities
2. 01015-Special Conditions for this Contract
3. 01070-Shop Drawings,Project Data&Samples
4. 02200-Earthwork, Excavation Trenching,and Backfiliing
S. 02230-Site Clearing
6. 02240-Dewatering
7. 02485-Seeding General Areas
1A REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside the construction
limits from siltation due to construction of the project. The Contractor will assume all
responsibilities to the affected property owners for correction of damages that may occur.
Erosion control measures shall be performed by the Contractor, conforming to the requirements.
of, and in accordance with plans approved by applicable state and local agencies and as per the
erosion control portion of the construction drawings and these specifications, The Contractor
shall not allow mud and debris to accumulate in the streets.Should the Contractor pump water
from benches during construction, appropriate siltation preventative measures shall be taken
prior to discharge of pumped water into any storm drain or stream.
Page 1

PART 2-PRODUCTS
2.1 Open mesh biodegradable mulching cloth,
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground 1 limestone containing not less than 10 percent
magnesium oxide.
2.4 Phosphate shall be 20 percent super phosphate or equivalent.
2.5 Provide grass seed mixture as shown on the plans.
2,6 Silt fence shall consist of non-biodegradable filter fabric (Trevira, Mirafi, etc.) wired to
galvanized wire mesh fencing and supported by wood or metal posts.
2.7 NCI]OT Class B stone for erosion control.
PART 3-EXECUTION
3.1 CLEARING
A. Gearing and grubbing shall be scheduled and performed in such a manner that subsequent
grading operation and erosion 4-4.a practices can follow immediately thereafter. Excavation,
borrow, and embankment operations will be conducted such that continuous operation.. All
construction areas not otherwise protected shall be planted with permanent vegetative cover
within 15 working days after completion of active construction. All slopes shall be planted
within 21 calendar days after completion of such activity.
3.2 STABILIZDIG
A. The angle for graded slopes and fills shall be no greater than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures.All disturbed areas not
to be paved and left exposed will, within 21 calendar days of completion of any phase of
grading,be planted or otherwise provided with either temporary or permanent ground cover,
devices,or structures sufficient to restrain erosion. All slopes steeper than 3:1 shall be planted
or otherwise provided with either temporary or permanent ground cover,devices,or structures
sufficient to restrain erosion within 21 calendar days,
3.3 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract,a ground cover sufficient to restrain
erosion must be planted or otherwise prodded within 15 calendar days on that portion of the
tract upon which further active construction is to being undertaken.
B, If any earthwork is to be suspended for any reason whatsoever for longer than 15 calendar
days, the areas involved shall be seeded with vegetative cover or otherwise protected against
excessive erosion during the suspension period. Suspension of work in any area of operation
does not relieve the Contractor of the responsibility for the control of erosion in that area.
Page 2

PART 4 CONSTRUCTION PHASE
4.1 PRACTICES
A. Avoid dumping soil or sediment into any streambed or watercourse. Backfill for stream
crossings shall be placed dry and compacted to minimize siltation of the watercourse, where
applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural watercourse and
trenching and grading operations.
C. Avoid equipment crossings of streams,creeks,and ditches where practicable:
PART 5-SEDIMENT CONTROL FEATURES
5.1 GENERAL
A. All devices (silt fences, retention areas, etc.), for sediment control shall be constructed at the
locations indicated prior to beginning excavation on the site. All devices shall be properly.
maintained in place until a structure or paving makes the device unneceary or until directed
to permanently remove the device.
5.2 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive erosion, and for
protection of seed beds after planting where required.
1. Jute,mesh,etc.should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage morales to restrict movement of
sediment from the site.Straw bales may be required for reinforcement.
C. Riprap shall be used at the proposed outfall pipes as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
1. Preparation of Seedbed. Areas to be seeded shall be scarified a depth of 6 inches until a
firm, well-pulverized, uniform seedbed is prepared. Lime, phosphorous, and fertilizer
shall be applied during the scarification process in accordance with the following rates.
a. Lime—2 ton per acre
b. Nitrogen—100 pounds per acre
c. PAs—200 pounds per acre
2. Seeding.Disturbed areas along roads and ditches shall be permanently seeded with 10-20
pounds per acre of centipede during the period from March through September.Seeding
performed during the period from April to August shall be temporarily seeded with 40
pounds per acre of German Millet.The permanent vegetative cover will be over seeded at
the earliest possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and anchored as.
specified herembefore.
Page 3

5.3 MAINTENANCE
A. The Contractor shall be responsible fox maintaining all temporary and permanent erosion
control measures in functioning order. Temporary structures shall be maintained until such
time as vegetation is firmly established and grassed areas shall be maintained until completion
of the project. Areas which fail to show a suitable stand of grass or which are damaged by
erosion shall be immediately repaired.
5.4 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the Contractor Shall
dismantle and remove the temporary devices used for sediment control during construction.
All erosion control devices in seeded areas shall be left in place until the grass is established.
Seed areas around devices and mulch after removing or filling temporary control devices.
END OF SECTION 02410
Page 4

CALCULATIONS

Hawkswater Phase 3 -Pond#2
NC DENR Retention Requirements
Objective:design a wet detention basin with the following characteristics:a permanent water pool depth between 3-and
6-feet,a surface area that meets TSS removal requirements(values set by NC DENR and included here),a forebay that
is approximately 20%of the total pond volume,a temporary wafer pool sized to detain the initial 1.5 inch of rainfall runoff,an
outlet device that drains the temporary water pool within 2-5 days,and a length-to-width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90%TSS removal
Post-Development Conditions
Total Drainage Area 25.09 ACRE Value from CAD
Impervious Drainage Area 10.61 ACRE Value from CAD
Impervious Cover 42.3% Impervious Cover-(impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 12.0 FT Value selected by designer
Depth of Permanent Pool 11.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 1.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 265 FT value from GAD
Approximate Pond Width 105 FT Value from CAD
ILength:Width Ratio 3:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal 2.10 Value from chart. Reference:90%TSS Removal
IRequired Permanent Pool Surface Area 22,951 SF Required Surface Area=(Required SA/DA
Ratio)*(Total Drainage Area)
(Provided Permanent Pool Surface Area 25,861 SF Interpolated value from stage-storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.431 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume(Volume of 58,825 CF 1.0"Runoff Volume=1.0 inch*Rv*1 foot/12
Temporary Pool) inch*(Total Drainage Area)
Volume Below Permanent Pool 153,630 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 212,455 CF Total Volume to be Controlled=(Volume Below
Permanent Pool)+(1.0"Runoff Volume)
Storage Elevation at Required Volume 13.99 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations

Step 3: Calculate the required forebay volume(18-22%of total pond volume)and compare to the forebay volume provided.
Total Pond Volume 93,143 CF Value from stage-storage calculations
Required Total Forebay Volume 18,629 CF Forebay Volume=(Total Pond Volume)*20%
'Provided Total Forebay Volume 18,979 CF Value from stage-storage calculations
Provided Forebay Volume:Total Pond Volume 20% (Provided Forebay Volume)/(Total Pond
Volume)*100%
Step 4: Verify that time required to drawdown the 1.5-inch runoff volume is within 2 to 5 days.
Diameter of Proposed Low-flow Orifice 3.00 IN Value chosen by designer
Elevation of Outlet Structure 14.00 FT Value chosen by designer
Total Elevation Head Above Orifice 2.00 FT (Total Elevation Head Above Orifice)=(Weir
Elevation)-(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice)=((Storage
Average Elevation Head Above Orifice 0.67 FT Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)]/3-(Storage Elevation at
Required Volume)
Cd,Coefficient of Discharge 0.60 Value chosen by designer
Q,Flowrate Through Low-flow Orifice 0.19 CFS Q=Cd*(Pi)*((Diameter of Orifice)*(1 ff/12
in)] 2/4 12 32.2 (Averse Head)1 1/2
(Drawdown Time)=(1.0"Runoff Volume)/Q*(1
Drawdown Time for 1.5-inch Runoff 3.53 DAYS day/86400 seconds)

Hawkeswater Phase 3 Pond 2
Stage-Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area SF Volume(CF) (CF)
12.0 25,332 0 0 -Permanent Pool
12.5 29,513 13,711 13,711
13.0 31,028 15,135 28,847
14.0 33,586 32,307 61,154
15.0 36,139 34,888 96,041
16.0 38,818 37,504 133,545
17.0 41,483 40,151 173,695
18.0 44,227 42,855 216,550
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
1.0 0 0 0 Sediment Storage
2.0 512 256 256 Bottom Elev.
3.0 887 700 956
4.0 1,829 1,358 2,314
5.0 3,030 2,430 4,743
6.0 6,356 4,693 9,436
7.0 8,451 7,404 16,840
8.0 10,606 9,529 26,368
9.0 13,266 11,936 3tS,SU4
10.0 16,217 14,742 53,046
11.0 19,323 17,770 70,816
12.0 25,332 22,328 93,143 4-Permanent Pool
13.0 31,028 28,180 121,323
14.0 33,586 32,307 153,630
15.0 36,182 34,884 188,514
16.0 38,818 37,500 226,014
17.0 41,493 40,156 266,170
18.0 44,227 42,860 309,030
19.0 46,961 45,594 354,624
Forebay
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
5.0 0 0 0 +-Sediment Storage
6.0 1,971 986 986 Bottom Elev.
7.0 2,413 2,192 3,178
8.0 2,891 2,652 5,830
9.0 3,405 3,148 8,978
10.0 3,954 9,885 9,885
11.0 4,538 4,246 14,131
12.0 5,157 4,848 18,979 4-Porebay Volume

Project Name: Hawkswater T �h�
Client: dr horton p4jA1 4 V�L V T
Project Number: 12293.PE N CD , N e£ C ER I N a, I N C
Prepared By: wuf
Date: 2/1/18
Average Depth Calculation: (Option 2 per Errata)
Pond #1
ABottom Shelf= 15,639 sf
ABottom Pond = 512 sf
Aperm Pool = 25,332 sf
Depth = 11.0 ft
day = 6.1 ft

u 1
Hydrograph Summary Re olow Hydrographs Extension forAutoCADO Civil 3D®2009 by Autodesk.Inc v6.088
IHyd.! Hydrograph Peak i Time Time to Hyd. Inflow 1 Maximum ! Total Hydrograph
I No. type flow .interval peak volume hyd(s) elevation strge used description
I (origin) (cfs) ! (min) (min) (cult) .( ! (cuff)
1 SCS Runoff 9.361 1 730 48,701 — — DA#1 PRE
2 SCS Runoff 59.50 1 725 183,275 — ' DA#i POST
3 Reservoir 9.416 1 755 . 138.472 2 14.79 89,892 POND#1
I �
1 I I
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Phase 3 Pond 2.gpw I Return Pend' 1 Year 1 Saturday,Apr 6,2013

3
Hyd rvg ra phi Summary Re plow rgfphs Extension for AutoCADO( 3D®2009 by Autodesk,Inc v6.066
Hyd. Hydrograph Peak Time [Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 61.0 1 727 219.688 ! ------- I DA#1:PRE
2 SCS Runoff 147.20 1 724 462,292 -- DA#1:POST
3 Reservoir 62.09 1 736 417,001 2 16.75 164.638 POND el
a I
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Phase 3 Pond 2.gpw Return Period: 10 Year Saturday.Apr 6,2013

4
Hydrograph Summary Rend.HydrographsExtensionforAutoCAD®Civd3DO2009byAutodesi,Inc v6 066
Hyd.t Hydrograph Z Peak : Time. Tittle to Hyd. inflow Maximum Total Hydrograph
No. type i flow interval peak volume hyd(s) elevation strge used description
(origin) {efs) (min) (min) 1 (cut) (ft) ; (cult)
I i
1 E acs Runoff 91.09 1 727 317,242 1 --- . -- DNA PRE
2 SCS Runoff 187.75 1 724 596,776 1 »— DA#1.POST
1 3 Reservoir 97.20 1 732 550,354 2 17.35 189,872 POND#1
1
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1 1
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1 I I I f
Phase 3 Pond 2.gpw I Return Period.25 Year Saturday,Apr 6,2013 1
i

5
Hydrograph Summary Repolo Hydrographstension±forAutoCAD®Civil3D®2009byAtitodesk,Inc.v6.066
Hyd.i Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type { flow Interval f peak volume hyd(s) elevation strge used r description
(origin) (cfs) (min) I (min) (cuft) (ft) (cuft)
t
1 S.CS Runoff 133.46 1 727 468..549 ..._. DA#1:PRE
2 SCS Runoff 241.60 1 724 776,636 ---- --- DA#1•POST
3 Reservoir 164.82 1 729 731,107 .2 17.86 211,328 POND D#1
1 I
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Phase 3 Pond 2.gpw Return Period: 100 Year Saturday..Apr 8, 2013

Pond Report
Hydrafiow Hydrographs Extension for AutoCAO®Civil 3DS 2009 by Autodesk,Inc.v6.068 Saturoay,Apr 6,20.13
Pond No. 1 - POND#1
Pond Data
Contours•User-defined contour areas.Average end area Method used for volume calculation. Begining Elevation.=12.00 ft
Stage 1 Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) incr.Storage(cuft) Total storage(cuff).
9.00 12.00 29.011 0 .0
1.00 13.00 31,028 30,020 30,020
2.00 14.00 33.586 32,307 62,327
3.00 15.00 36,182 34,884 97,211
4.00 16.00 38,818 37,500 134,711
5.00 17.00 41,493 40,156 174.866
8.00 18.00 44.207 42,850 217.716
7.00 19.00 46.961 45.584 .263,30.0
Culvert/Orifice Structures Weir Structures
[Al 1BI ICJ [PrtRsr] [A] [M] [C] ED]
RISC(In) = 42.00 3.00 0-00 0.00 Crest Len(ft) = 20.00 3.00 30.00 0.0.0
Span(in) = 42.00 3.00 000. 0.00 Crest EL(ft) = 14.80 13.85 17.00 0.00
No.Barrels = 1 1 0 0 Weir Coeff. ■ 3.33 3.33 3 33 3 33
Invert El.(ft) = 12.00 13.00 0.00 0.00 Weir Type = Riser Red Ctpiti -
Length(ft) = 6000 0.00 0.00 0,00 Multi-Stage. = Yes Yes No No
Slope(St) = 0.00 0.00 0.00 Wa
N-Value = ;01.3 .013 013 nia
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(ln/hr) = 0.000(by Contour).
Multi-Stage = Wa Yes No No TW Elev.(ft) = 0.00
No r CutveroOrn.ct ws ors aiaiyced nrdlx war tic)coo c-itkt Coo)coned Wen nears cheesed for*Ace conditions(c)and subnativence is).
Stage I Storage 1 Discharge Table
Stage Storage Elevation Civ A Ctv B Civ C PrfRsr Wr A Wr B Wr C Wr 0 Etl User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0 00 0 12.00 0.00 0.00 - 0.00 0 00 0.00 - 0.000
1.00 30,020 13.00 0 00 0.00 - -- 0.00 0.00 0.00 - - 0 000
2 00 62,327 14.00 0.82 is 0.22 is -mm -- 0.00 0.58 0 00 --- -- 0.801
3.00 97.211 16.00 18 58 is 0.28(c -- --- 5.96 12.32 0.00. --- --- 18.56
4.00 134,711 16.00 38.14 oc D.05 is 29..57 s 8.51 s 0.00 - 38.13
5.00 174,886 17.00 68.48 oc 0.05 lc 55.88 s 12.52 s 0.00 - - 68 45
8 00 217,716 18.00 89.16 oc 0.04 is. --- - 74.22 s 14.88 s 99.90 -- --- 189.04
7.00 263.300 19.00. 105.81 oc 0.04 is - -- 88.98 s 16.78 s 282.56 - --- - 388.33

Project Name: Havel ter Pond 2-Ph-3
Cl, : DR Horton pA ANION TE
Project Number. 12293.PE c N L! i N Ze E R I N a $ N l]
Prepared By: TGC
Date' 4013
Basin. DA#1 [PRE] Drainage area= 25.12 acres= 0.04 mil
Curve Number '
HSG: A B C D Sum
%of Basin' 65.0 0.0 0.0 35.0 100.0
Land Use W of Basin .CN A al B CN C CND Weighted CN
Woods.-Fair 22.2 36 60 73 79 11.33
Brush-Poor 77.8 48 67 77 83 46.87
Sum: 100.0 Sum: 58.2
Curve numbers taken from: TR-55 Use: 58
- values input by use-
=values calculated by spreadsheet

Project dame: Hawkswater Pond 2-Ph-3 _ ���._._._�_T.
Client. DR Horton OUl V p, R TE
Project Number 12293 PE C9 1 M ri I rd © t N
Prepared By: IGO
Date 41IT3
Basin: DA#1 [PRE] Drainage area= 25.12 acres = 0.039 rrmi2
Time of Concentration
Overland Flow
Hydraulic Length = 850 ft.
Slope = 1 %
Ground Cover=. Unpaved
TR-55 Tc Worksheet Results 9 min.

Project Name- Hawkswater Pond 2-Ph-3 _
Client. DR Horton PARAMC3UN'TE
Project Number 12293.PE r.. I. r w c C it I +y r. . N as.
Prepared By TGC
Date: 416/13
Basin: DA#1 [POST] Drainage area= 25.12 acres= 0.039 miz
Curve Number
HSG: A B C D Sum
We of Basin 65.0 0.0 0.0 35.0 100.0
Land use %of Basis CN A CN B CN C CND Weighted CN
Impervious 60.0 98 98. 98, 98 58.80
Open Space- Good 30.0 49 61 74 80 17.96
Woods -Fair 10:0 36 60 73 79 5.11
Sum:. 100.0 Sum: 81.86
Curve numbers taken from: TR-55 Use:I 82 J
=values input by user
= values calculated by spreadsheet

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OUTLET PROTECTION - DATE DESIGN PHASE
DESIGN 04/05/13 PRELIM
--ix 1 11' 1'4 • 1 • CONSTR A
Haeleswater on the River-Phase II REVISION
LOCATION BY RECORD
Leland NC JAR OTHER
ADDITIONAL INFORMATION CHECKED BY (SPECIFY)
MC
Storm Outlet Structure
Pipe No.= 1 Discharge Offsite Q1o/0full= 0.87
Pipe Dia= 42 in V/Vfuli= 1.12
Q10 82.09 cfs V= 8 3 fps
Qfull= 71.14 cfs
Vfull= 7.38 fps
From Fig.8.06.b.1' Zone =1 21
From Fiq. 8.08..b.2: Dso = 8 in
Dv= = 12in
._r._ ' Riprap Class = B
Apron Thickness = 18 in
;; La,Apron Length 21.0 ft
"' ==y,T744 !g A, Upstream Width=3xDia = 10.5 ft
u.i . W. Downstream Width = 24.5 ft
Outlet Velocity Dissipator PAGE 1 OF 1

PARATE
E W G t 4V E E d4 ) N G d N C.
December 1,2018
State of North Carolina j Environmental Quality f E,M, L,R I Wilmington Regional Office
Attn: Kelly Johnson, Environmental Engineer
127 Cardinal Drive Extension •M , Fr--�, ,r�
Wilmington,NC 28405 �` `' '''�= "'
• JAN 2 8 2019
RE: Request for Additional Information
SW8 130412, Hawkeswater on the River BY:
Brunswick County
Dear Ms.Johnson,
Notice of Continuing Deficiency&Request for an Additional Modification:
1. Notice of Deficiency: The original NoD was issued on December 14. 2017. The DEMLR
has been working with the permittee to achieve compliance.
2. Upcoming Minor Modification: As discussed at the August 9, 2018 meeting between Kelly
Johnson(DEMLR),Anthony Mills(DR Horton), and Tim Clinkscaies, PE, additional
modifications are needed to the ponds that were not covered by the application permitted
on October 16, 2018.
a. Reallocation: At least three ponds(Ph3/Pond 4, Ph3/Pond 6,and Phi/Pond 3)
will need to reallocate their impervious area.
i. One additional pond(Ph3/Pond 2)may also need to be revised. It is
unclear from the data submitted if the temporary pool is at 15.0ms1 (as it
was in 2017)or 14.0msl(as it appeared in some data submitted during
this review.) The permanent pool is 12 and temporary pool at 14,this
matches the plans and calculations provided in May. I have updated
overall table and Phase 3 Pond 2 supplement. Since older rules used
supplement to match
ii. The ponds were designed to hold 4,000sf from each lot, but the deed
restrictions gave residents 4,500sf!lot. Not all of the lots have been sold.
You all plan to re-allocate the available impervious such that the total
impervious previously permitted for these ponds will not change, and
therefore no pond re-design will be needed. Please note that if pond(s)
need to be redesigned then that may trigger a major modification rather
than a minor modifiration.No modification needed,the BUA is the same,
the deed restrictions provided on 11/19 reflect such
b. Complete Application: Please update Attachment B and fill it out completely upon
your resubmittal. (Please verify the data in the shaded areas to ensure that the
sub phases, number of lots, lot numbers, the impervious areas accounted for
during the design of the ponds, and the pond pump horsepower are correct.) Only
items updated is Phase 3 Pond 2— Townhome and 25 lot section behind school
3. Deed Restrictions:
a. B2745/P0986 was recorded on 2/2/08, and it gives 4,500sf/lot for the entire
subdivision(Phases 1,2,and 3).
b. Deed restrictions will need to be re-recorded for Ph3/Pond 4, Ph3/Pond 6,and
Ph1/Pond 3 to reflect their new allocations. These were part of 11/19 submittal
1 2 2 CINEMA 4 R I V E, W I L M I N G T 4 N , KID
2 8 a 0 3
:° H . (9 1 4 1 7 9 1 - 6 7 0 7 F A X : ( 9 1 0) 79 1 • 6 7 6 0

PARA
.
Request for Plan of Action:
1. Please submit a new Plan of Action to bring the project into compliance. It should provide
the following:
a. The minor modification is to be submitted by November 19.2018.
b. The certifications will be submitted for all of the ponds within three months of the
issuance of the permit resulting from the November 19, 2018 application. (For
clarification, all ponds in the subdivision need to be certified including the ponds
that DR Horton purchased out of foreclosure.)
Plan of action for the existing ponds,we have completed a survey of the ponds, reviewed the
calculations and worked with Horton on the updates required to allow us to certify the ponds.
a. Phase 3 Pond 1 —the forebays need to be re-established, we are working with
contractor to re-establish, all other items meet the permit, (both forebay's)are to be
re-established
b. Phase 3-Pond 3—Pond was not constructed, and lots not built on cul de sac
c. Phase 3-Pond 7—need to raise orifice to the permitted elevation 6, currently built at
5.3',all areas good
d. Phase 1 —Pond 1 —will certify when deed restrictions recorded
e. Phase 1 —Pond 2-need to raise orifice to elevation 18, permitted at 17,for some
reason the surface area required is at elevation 18, also forebays to be re-established,
when constructed, will provide items to place in supplement.
Sincerely,
Paramounte gineering,Inc.
144'
Tim Clinks es, P.E., P.L.S.
1 2 2 C e N E M A D R I V E. W ) L M , N G T O N . NC 2 5 Gt ❑ 3
P H o (9 1 0) 7 9 1 - 6 7 ❑ 7 FAX , (9 1 C) 7 9 1 . 6 7 a ❑

ROY COOPER 1 lb)1 c-' ''.
Governor
MICHAEL S.REGAN
Secretary * ouwva®'`%
WILLIAM E.(TOBY)VINSON,JR. NORTH CAROLINA
Interim Director Environmental Quality
December 13, 2018
D.R. Horton,Inc.
Attn: Mr. Michael C. Loiacono,Vice President
1121 Military Cutoff Road,Suite C-322
Wilmington,NC 28405
Subject: APPLICATION RETURN
Hawkswater on the River •
Brunswick County
Dear Mr.Loiacono:
On December 12,2018,the Division received an incomplete State Stormwater Management Application
for the project listed above. The application is being returned because the application package lacked the
necessary elements to accept it for review as summarized in the enclosed email.
Please visit DEMLR's website at https://deq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-permits/stormwater-permits/forms to download the latest available forms.
Please provide the requested information and return the package to the address below.Note that the 90-
day statutory permit review time begins upon receipt of a complete application. If you have any questions,
please do not hesitate to call me at(910) 796-7215 or email me at [e-mail].
Sinc-rely,
' ell Jo `son
Envir.- ental Engineer
GDS/kpj: \\\Stormwater\Permits &Projects\2013\130412 HD\2018 12 return_app 130412
enc: Email, 12/13/18
Application Package(returned to T. Clinkscales)
cc: Tim Clinkscales,PE,Paramounte Engineering
122 Cinema Drive, Wilmington,NC 28403
Wilmington Regional Office Stormwater File
1
540b I'SO4 I.k
-; North Carolina Department o1 Extension f Environmental Quality I DivisionWilmington of Energy,Mineral and Land Resources
11F1 Wilmington Regional Office 127 Cardinal Drive I ,North Carolina 28405
NORTH CAROLINA
Departmental Envro meaml Dwmly 910.796.7215

•
Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, December 13, 2018 10:15 AM
To: 'Tim Clinkscales'; Michael C Loiacono;Anthony E Mills
Cc: Ian E Flannery; Stew Daniel Gunn;Georgette Scott
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
This application package is not complete and is being returned. A modification is needed. We have been trying to
resolve this for over a year. Please review all previous correspondence and re-submit a complete package by 1/14/19 or
we will have to move forward with the NOV.
Per my 8/9/18 meeting notes in this email chain,we decided to issue the permit that was in-house for review at that
time to complete the items listed in#1 of that email titled "This Modification". That permit was issued 10/16/18. #2 of
the meeting notes titled"Future Actions"summarizes what is needed in the pending permit modification which was due
on 11/19/18. Page 7 of the 10/16/18 permit(below)shows the BUA per lot that is currently permitted. I specifically
referenced the pending modification in the permit text because you all did not have those numbers ready,and we
agreed that you would submit them under a separate modification by 11/19/18.
Permit 19/16/18:
•

n Sin:9 setter siagement Systems
Permit No.SLAG 130412
f. The maximize built-upon area per!attires recorded it B274E0.0080 to be
4,500s9 tit torthe enlie subdivision.(The townhome section,Phase 2,is not
required to have deed restriclons because land is not sold with the lots.
Homeowners cannot build patios or other impervious area outside of the footprint
of the braid rg that they purchase.)
I. The deed restrictions were previously permitted as follows:
i. Phase I:4,500 square fee,
i. Phase 3A Section G 4,000 square feet
(Ma camera Lahr 3273333)
E. Remainder.The remainder of the subdivision will be spedlied with a
future skimmetterperm8 modificaton.
ii. A Modfcalion aadicabce to coned At6ohment 13 is due an
November 19,201S_
This allotted mown idudes any built-upon area constructed within the lot
property boraidmies,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 Suited to,
sbuotures,asphalt,concrete,gravel,bride,stone,slate,coquina and parking
areas.bet does not include reined,open wood decking.or the water surface of
swimming pools.
g. NI runoff an the lot must drain into the permitted system.This may be
accomplished through providing roof rain gutters.which drain to the sheet,
grading the lot to droll toward the street,or grading perimeterswales and
dieting them into the pond or street.Lots that rill naturelty drain into the system
are not required to provide these measures.
h. Bdlt-upon area in excess of the pemttted amountwrl require a perm
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the dite of recording the plat,and prior to wring lots.The recorded copy must
contain all of the statements above.the signature of the Permittee,the deed book
amber and page,and the stamplsigrature of the Register of Deeds.
1S. Prior to transfer tithe permit the stommxaterfacilities vat be inspected by DEAtLR
personnel.The fadiy must be in compliance with ell permit ocnditicns.My Items not in
compliance must be repaired or reignited to design condition prior to the transfer_
Records of maintenance activities performed to date oval be required.
10. Decorative spray fountains will be slowed in the stonnweter treatment system,subjed
to the fallowing criteria
a. The fountain must draw is water from lass than 2'below the permanent pool
surface.
b. Separated units,where the nozzle,pump and Blake are connected by tubing.may
be used only i they draw water from the surface lo the deepest pert of the pond.
c. The felling water tom the fountain must he creamed lithe pond,away from the
shoreline.
d. The madam horsepower for the fountain's pump is based on the permanent pool
mum volume.The maxi pump power fora fountain in these ponds can be found in
Attachment B.
III.GENERAL CONDITIONS
1. The perrmittee is responsible for compience din all at the terms and candtions of this
permit unit such time as the Director approves the transfer request.Neither the sale of
the project nor the bander of common area In a third party constitutes legal transfer of
thestomwraterpermit
Phase 1B/1C: The following table was recently submitted with the deed restrictions for this phase. This data differs
from the Phase 1B/1C data reported in your 12/12/18 Attachment B which says that the whole phase gets 4,500sf. (See
below.) It also differs from the current permit(above).
Phase 1BJ1C
Deed Restrictions
Table 1
Lot
Single Family SQ.FL Count
Lots(1-5,15,19.23,25.30) 4500 18
Lots(2-3,8-18,24) 3428 14
Lots(31-80) 4000 50
flECE VE
' IDECt2 �
l:is
2

Attachment B,Submitted 12/12/18(the date still shows 10/16/18 in the table): This shows Phase 1C/1B, Lots 1-80 as
having 4,500sf/lot as opposed to the data submitted with the deed restrictions in the previous section. Also,the sub-
phases, number of lots per pond and lot numbers have not been filled out. That data is needed. The data in red
changed since the 10/16/18 permit was issued (see the next section below). Phi/Pond 2 had a temporary pool
elevation of 15.0 in October and this submittal reports 14.0ms1. The PP and TP surface areas,forebay volume and other
data have also changed since 10/16/18. Revised calculations and plans have not been submitted. If you have modified
this pond or any other(which I have not gone through at all)then please determine if you have a major or minor
modification per 15A NCAC 02H .1002(25)and submit the appropriate modification documentation.
fECE*VE
', Attactannnt B.SW�130412-Pond Design Pate
y Rani Phase 3
K M_ Pond 1 Pond 3 Pond 31 Pad 1 Pond 21 Paid 3 Pond 4 Pond 5 Pond 3 Pond 7
1512117 137352 10,1217 041E760' 101217 1071221 10412717 1013077 1141E1304 1011257 T ..561e 10012,17 DATE 716s 105017
1104.01001 3A4 AA
fulthese 1644C a Seittn240
Number el Lase 361 is 31 20
32)0ar1, 321W301,
LW Numbers 001 23034317,. 52514272 3227 610
_ aadcs�22 v_�
Deed Rnlrlelsd aUMiot 4600 46R 1 giDC MO 4612 4511e a 4600 4.650 4 4,101 4500
Rult100 1es1 1005 1515 1e 1365 1506 126 2017 206 2017 1901
U.Drainage Area,■mac 2362 1405 2017. 2735 :,57 25.1 e97 4!5 IWO Sat 113 070 0.10 4.43
11<1kb1,If *026..037 630.161 1.727506, 1362614 237722 1401. 4E223 200474 6*Aa4 395.525 357,112 270471 215,711 172,092
tlOs2A111 d D 4 4' 0 c 4 a.__. Dr - ot 0 0 20206
6.TOW ImPnNsn Swiscet le 366612 321.0'3 001,11114 451,101 705505 454 29150 141.556 105653` 207344 222,210 152452 151.011 57,120
14444100, 259230 7011.10 460615 351005 53141 1S0, -3400, /17.001\ 154101 97.13! 502J600 112005 110.201 41.655
1141151P6600 45.406 50.113 1511.6* 151.6* 53143 720021 13.501 30056 541113 110207 50.503 33.541 MINA 25,265
4ard21 C 0 0 CM 0 15.011 C f00aL 0451 0 0710 6621 0621 D
F'uOws C 0 0 35. C 0 a C D 0 a 0
0.Dddi1R 61em,Inches 1.r 1,0 70 /i A7. 1 t:1 1A 1.9 19 IC IS1i 1.0
O.RAW 41ap4A'.160i 5. 45 t0 ei` 7 7., 11 4,"; 00k 3. 70 4.4 OD 3! 5.0
R T15144544 1.R1:3,eey,% IC LT. 90 ilk -_ aC. <v 00 . 50, 57 0 56 96
I. PRR1ene4 NMStW.PMII. N4` 1+0 14a 17}� 12: 17 4021 10 M ,30 13.0 5.0 U. 0.6
y.Pan.Pool/ortwo Ane,M 23 411D 2126: 21,100\ 11.030% e37a 251551 9011 23,441 15.441 10.PIS 12.407 15.254 15.211 7,465
It Stera6eVOCiae(Para3YdlPro50sd1,10 25472 2221 4:'24 M411 6652 Q1, 4.379 6.411 55.121 f7.34A 40.5M 245R 47.714, 4.437
Mena Velum IR15fen3),Re _
1.Unwagaluele124%.PlgL 15. 17.1 .1 0, 1!1 117 14 105' s3 0.4 '4C 14.3 76 72 1.,
..Comeoll11150r11ke.VI plea 3.0 30 TO SI.. .... .14. .. 3 16 26 2.ir 25 2.0 2d 1.5
k Pere44.4 F:1�1es42WAWA le ..'2.53 5:36 7"571 IS Si 1170 i1, 031 WOO 5. 12220 6".59 15.65 7A331 era» 2.026
I. Reedel15 Mneirinrer 6asln buns aRka!C4Mr*w
m.Strewn en Plumber iK-,' . - - ._..Men
n.Claulfeatee of Wait deny RC
a.Maio founttah,lnnepnwer *r$ :51 '1 t n't vs1 '* 1,+E I '-31 I mil . +,1
%wowwditIl was wed A.-Phase 2 Perch 4 ad 0 ?hey weer cdna=e0 ow."re 3,1"5.1es.
'Phase 1 Fond 3urea 0502412 int 1222W11.
1510PII'd 2Includes 54 lcw:hc/7124*Ir31 k Ow a,eas r r.,1 0'!'nl r-as=p
'lids a5F4011101'Is d1s'or 1153?15
'ten Nenn 0211.1000 as noe104 h I020,KM end 2217
02745Onees was nitAt Mn 0170705.ant a soca4 23stki tar re adla•..wKsw-;a:ssrs1 2 aw131
Attachment 13, 10/1/18: This data was permitted in October.
3

•
Attachment B-SW-3 13•;,412-Pond design Data
13X15ns
Phase t Phase 3
Pond 1 Pond 2 Pond 3' Fend 1 !o7;E 2° Pond 3 Pond 4 Pond 5 'rend$ Pond 7
`1/12-17 10/12117 10/12/17 04/TE342. 10/12/17 11412//7 10/12/17 10/12/17 DATE T The 15.42317 '015'5 10.1217 24TE75E.. 10;12117
5224/11241 MID 2 Se n -3(3tbit8) .
m 31 36 29
603160458 1-50 330.2317 32311272 3034-3301,
3227-3316
33264332
Deed iea39e360 9111i,La 4500 4210 • 1500 4500 4500 4500 6 4.500 • 4.500 6 4.500 4600
1314e5002/4f 1.35 1555 1655 1333 1935 1995 2_i7 20 0 27s7 1996
3.2/3/4423:ma.aft „ 33 4- 14.65 25.17 2755 5.32 25.12 0.97 6.65 6.90 9.011 1120 520 6.10 1:3
D13ie,f 1425,667 533,354 1,227.005 1,200,514 231.734 1,001.128 42.253 219574 300464 395,525 357,192 270,072 265,716 172452
OM&e? 11 0 0 , .0 25 0 J 0 0 0 0 2,, 33
O.Tota114119e791e04 3u10/ae.if 355632 223,512 505,761 426,391 106 446.515 25;5/ 143,56 1 s5402 207,345 222,210 152,452r... 151.559 07.120
EU"21123 259,636 1f5.399 400,316 i9110011 5.143 113,233. '110.454 112333 110141 37,139 152.000 112,000 116,010 51.555
RoaelaParkIng 95A46 60,113 30,465 101.600 33..143 33 1:' 13534 30.056 34.993 110207 53,52, 3E541 arise 25,265
5I4e651 0 0 0 4.791 2 3.5.47 0 6,099 6,099 09.710 6.921 6„921
`o.iti 0' 0 0 a/ . 509.545 a 0 0 3 0 0 a 0
e.299223 E:9.m1,Malta 1. 1.0 1.0 1.5 t.0 1.0 1A 1.5_ 1S 1. 1 a 1.5 1.5 1.0
d.Pc 0Oep04',Test 6.0 4.0 7.0 6.4 7.0 7.0 4,0 OA 3.0 -.3 4.6 0.0 30 5.0
e.TSS remorl&s2/319niy.°4 90 90 97 9/1 st 73 4 7i a7 a: s_ 40
a ^
7. P94T..�11d MN 2If' 9153L i.:'2 17.4 i 7 11s 12 0 -....0 :?. 1413.3 3 k '5.5 0.0
q P9 0G181,444 435 1 22.513 31,551 21,533 14;33 UM.' 25.532 ,325 23.443 33.143 1.255 15.47'7 ,-. ( 3..543 7,436
in.Maps'Valoins Patn17,93!9116433111.11' 354 3 20,371 45,1E4 8.--,435 9.662 60.104 4,379 26.410 66.129 22.944 69,014 :4.545I 37.733 5,437
Sterne volume[Itecalma).If I -
1.Telnpot�$15533k Bov.,PN91. 194 17.9 15.9 113.5 13.1 3S0 10.5 5.2' a9 14,3 14.3 t( 72 6.9
ContnelUt90flllae,N6plpo - 3.3 2.0 3.0 13' 1. 1.0 25 25 IF: 221. 2.z i,
k.7+et:RlCle5 Porkbay Volume,If 11,253 5.325 13.T3 53*1i, 2,175 15.571 551 127565. 92,939 5.11e 15.366 7,333 H,2 IS 2.625
I. 1k5aN109 SOaamntiosr 0833 54w34rtY War/0444 Feet tit.Wool Wool lona Molar 15-77
o.ClosolValian WWI*Body SC
e.113[.Mentor dense or 1/31 1,61 14-1 i 14 1,4 14 1141 j 3'Pdl r 1! J 116
'Average top 1 owl ler Moro 3 Roord 4 54106.17585 gran 3e6ekl3He4 per the 2017 Rai.
61613se 1 Pelt 31ps 3050E6 en 10116116,
'1:63/P0ne 2 Mineola ON 10YIH0n115*Eh Ik Pee af5a dannlonly r4t6TTe6 b ak'Pkd0e T.
'7413 3754I031k3n 1k an an 11,19,13
•15A t4CAC 02ii.1000 as imaged In 1996,2006,and 2017.
'527451160965*635 recorded on 212/06,and It gook 4.500sOl5t tar Ina owe subdrision 1P13ee61,2,aid 3).
Plan of Action:A timeframe for the Plan of Action is needed.
Request for Plan of Action:.
1. Please submit a new Plan of Action to bring the project into compliance. It should provide
the following:
a. The minor modification is to bz:2 t.:^miltact Lr, Noverni:`i ,2018.
b. The certifications will be submitted for all of the ponds within three months of the
issuance of the permit resulting from the November 19, 2018 application. (For
clarification,ail ponds in the subdivision need to be certified including the ponds
that DR Horton purchased out of foreclosure.)
a=:Is Plan of action for the existing ponds,we have completed a survey of the ponds,reviewed the
calculations and worked with Horton on the updates required to allow us to certify the ponds.
--
we e,4 a. Phase 3 Pond"i -the forebays need to be re-established,we are working with
contractor to re-establish,all other items meet the permit,(both forebays)are to be
'q re-established
b. Phase 3-Pond 3-Pond was not constructed,and lots not built on cul de sac
Ildd c. Phase 3-Pond 7-need to raise orifice to the permitted elevation 8,currently bunt at
g:Zir=w 8.3',all areas good
d. Phase 1 -Pond 1 --will certify when deed restrictions recorded
e. Phase 1 -Pond 2-need to raise orifice to elevation 18, permitted at 17,for some
reason the surface area required is at elevation 18,also forebays to be re-established,
when constructed,will provide items to place in supplement.
KJ
4

From:Tim Clinkscales [mailto:[e-mail]]
Sent: Wednesday, December 12, 2018 6:11 PM
To:Johnson, Kelly<[e-mail]>; Michael C Loiacono<[e-mail]>;Anthony E Mills
<[e-mail]>
Cc: Ian E Flannery<[e-mail]>;Stew Daniel Gunn <[e-mail]>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
CAUTION: -rnal email. Do not click links or open attachments unless yeaed.Send all suspicious email as an attachment to
[ Re■ort 5•am
Kelly
Day got away before I sent out, but it was dropped off today. It was not yesterday
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From:Johnson, Kelly<[e-mail]+.r>
Sent: Tuesday, December 11, 2018 10:27 AM
To:Tim Clinkscales<tc'inkscales@paramcuntn eng.com>; Michael C Loiacono<[e-mail]>;Anthony
E Mills<[e-mail]>
Cc: Ian E Flannery<[e-mail]>;-Stew Daniel Gunn <[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Has this been submitted? I have not seen it yet?
Thanks,
Kelly
From:Tim Clinkscales [m4iito:[e-mail]]
Sent: Monday, December 3, 2018 3:05 PM
To:Johnson, Kelly<keliy.p.johntson ncdenr. ov>; Michael C Loiacono<MC_oiaconpj rhorton.com>;Anthony E Mills
<[e-mail].m>
Cc: Ian E Flannery<[e-mail]>; Stew Daniel Gunn <[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
i :VITON:
e,sort •am.
Yes, will provide on Wednesday
5

Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
1 22 Cinema Drive
Wilmington, NC 28403
OFFICE: (91 0) 791-6707
CELL: [phone]
FAX: [phone]
www.oaramounte-enci.com
From:Johnson, Kelly<kelly.p.iohnson(Wncdenr.god>
Sent: Monday, December 3, 2018 3:03 PM
To:Tim Clinkscales<t;[e-mail]:»; Michael C Loiacono<MCLoiacono@ _nrhortori.corrm>; Anthony
E Mills<AEivlills dncorton.com>
Cc: Ian E Flannery<[e-mail]>;Stew Daniel Gunn <SDGunnPdrhoftcn.co m>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Modifying BUA per lot is a modification as discuss:_d in the letter. Please put all of the items requested in the letter in an
organized fashion and submit it in a single package just as you do for any other response to a letter.
KJ
From:Tim Clinkscales [mailtoaclinkscalese ararrbi!nte=eng.com]
Sent: Monday, December 3, 2018 3:01 PM
To:Johnson, Kelly<kellv.p.johnsonPncdenr.gov>; Michael C Loiacono<MCl.oizcono(oirirhorton.com>; Anthony E Mills
<AERMIls(adrhorton.com>
Cc: Ian E Flannery<IEFlanneryPdrharton.rom>; Stew Daniel Gunn<SDGunn a. drhorton.com>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
I CAUTION: •, i }, , to o- _-unless verified.Send all suspicious email as an attachment to -
fReport Spam.
Here is the email I referenced that was on 11/16
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-eng.com
From:Tim Clinkscales
Sent: Friday, November 16, 2018 2:17 PM
To:Johnson, Kelly<[e-mail]>; Michael C Loiacono<[e-mail]>; Anthony E Mills
<[e-mail]>
Cc: Ian E Flannery<[e-mail]>;Stew Daniel Gunn<[e-mail]>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Kelly
6

Following on the items in the approved permit, below are the two items being addressed.
1.) On the deed restrictions,we have worked with Horton to determine which lots are sold and current BUA,
enclosed is a chart their attorney is using to record the restrictions,they should be done early next week. As we
discussed, all the impervious numbers stay the same with the BUA/lot only thing being updated
2.) Plan of action for the existing ponds, we have completed a survey of the ponds, reviewed the calculations and
worked with Horton on the updates required to allow us to certify the ponds.
a. Phase 3 Pond 1—the forebays need to be re-established,we are working with contractor to re-establish,
all other items meet the permit, (both forebay's) are to be re-established
b. Phase 3- Pond 3—Pond was not constructed,and lots not built on cul de sac
c. Phase 3- Pond 7—need to raise orifice to the permitted elevation 6, currently built at 5.3', all areas good
d. Phase 1—Pond 1—will certify when deed restrictions recorded
e. Phase 1—Pond 2- need to raise orifice to elevation 18, permitted at 17,for some reason the surface
area required is at elevation 18, also forebays to be re-established,when constructed,will provide items
to place in supplement.
f.
As stated in permit,we will certify all ponds above no later than 3 months from this date.
Let me know if we need place on letterhead for the plan of action or this suffices
Have a good day
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.Daramounte-eng.com
From:Johnson, Kelly<[e-mail]->
Sent:Tuesday, October 16, 2018 1:42 PM
To: Michael C Loiacono<[e-mail]>;Tim Clinkscales<tclinkccales@paramounte-enj .com>;Anthony
E Mills<[e-mail]>
Cc: Ian E Flannery<[e-mail];n>;Stew Daniel Gunn<[e-mail]>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Andy &Tim,
This attached permit was issued today. The Excel file contains the data tables. As we discussed at the meeting,the
permit needs to be modified again. Please submit that application as well as the Plan of Action by 11/19/18.
Thanks,
Kelly
From:Johnson, Kelly
Sent:Thursday,August 9,2018 2:36 PM
To: 'Michael C Loiacono'<MCLoilconoPdrhonon.coni>;Tim Clinkscales<tclinkscaies[ pararnounte-eng.com>;Anthony
7

E Mills<[e-mail]>
Cc: Ian E Flannery<IEFlannery©drhorton.com>; Stew Daniel Gunn <SDGunn@a drhorten.con>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Andy &Tim,
Thanks for meeting this afternoon. Here are my notes from the meeting.
1. This Modification:
a. Phase3/Pond 5:
i. This pond will be modified to move it from outside Keekle Loop to inside :eelcle Loop. It is
intended to be reviewed under the 2008 rule.
ii. Please submit:
1. Sealed supplement cover
2. 2''set of Phase 3/Pond 5 plans
3. O&M for Phase 3/Pond 5
iii. I will review the data submitted in the near future.
b. Townhomes(Phase 2):
i. Phase 2 is located inside the drainage area for Phase 3 Pond 2.
ii. There is an amenity pond, but the impervious drains towards the permitted pond.
iii. The configuration for the townhomes was not previously permitted, and the configuration will
become permitted in this modification.
2. Future Actions:
a. Upcoming Minor Modification: Three ponds(Ph3/Pond 4, Ph3/Pond 6, and Phi/Pond 3) :.fill need to
reallocate their impervious area.
i. The pond was designed to hold 4,000sf from each lot, but the deed restrictions gave residents
4,500sf/lot.
ii. Not all of the lots have been sold. I understand that you all will re-allocate the available
impervious such that the total impervious previously permitted for these ponds will not change.
b. Deed Restrictions:
i. B2745/P0986 was recorded on 2/2/08,and it gives 4,500sf/lot for the entire subdivision (Phases
1, 2, and 3).
ii. The Townhomes/Phase 2 have been given 4,500sf/lot for each residence (not building). But,
these homes are sold without land. The owners cannot build outside of their building, and so
DEMLR does not require deed restrictions in this situation. I will make a note of this in the
permit.
iii. Deed restrictions will need to be re-recorded for Ph3/Pond 4, Ph3/Pond 6, and Ph1/Pond 3 to
reflect their new allocations once that minor modification is issued.
c. Plan of Action: Please submit a new Plan of Action to bring the project into compliance. It should
provide dates that the minor modification will be submitted, maintenance will be completed, and
certifications will be submitted for all of the ponds(not just the ponds that DR Horton developed).
Thanks,
Kelly
From: Michael C Loiacono [mailto:[e-mail]]
Sent:Tuesday,July 31, 2018 4:36 PM
To:Johnson, Kelly<kelly.p.iohnsor c ncdenr.gov>; Tim Clinkscales<tclinkscales( oaramounte-eng.com>; Anthony E
Mills<[e-mail]>
Cc: Ian E Flannery<IEFlannervCadrhorton.com>;Stew Daniel Gunn <SDGunnOdrhorton.com>
8