SW8130412_Historical File_20181016

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ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
WILLIAM E.(TOBY)VINSON,JR
Interim Director
October 16,2018
D.R.Horton,Inc.
Attn: Mr.Michael C.Loiacono,Vice President
1121 Military Cutoff Road,Suite C-322
Wilmington,NC 28405 ,
Subject: Permit Modification,Notice of Continuing Deficiency,
Request for an Additional Modification&Request for Plan of Action
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 August 16, 2018.
Permit Modification:
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 16, 2018,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.
The following modifications are covered under this permit:
1. Phase3/Pond 5:
a. This pond has been modified to move it from outside Keekle Loop to inside Keekle Loop. It is
designed under 15A.NCAC 02H _1000,effective October 1,2008.
2. Townhomes(Phase 2): The configuration for the townhomes was not previously permitted, and the
configuration will become permitted in this modification. Clarifications:
a. Phase 2 is located inside the drainage area for Phase 3 Pond 2.
b. There is an amenity pond,but the impervious drains towards the permitted pond.
c. 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.
3. The following plans make up the full permitted set:
a. Approved 9/9/08: Cover sheet, SW-1, SW-3,SW-5,P-1,P-2,P-3, and D-I. (SW-4 has been
replaced by data approved on 10/12/17.)
b. Approved 10/12/17: C-1.0, C-2.0, C-4.0A,C-4.0,C-4.1,C-6.0, and C-8.0
c. Approved 10/16/18:
i. Ph3/Pond 5: Cover sheet, C-1.0, C-2.0,C-4.0, C-4.1,C-6.0, C-7.0, C-8.0, C-9.0
ii. Townhomes' Configuration: Cover sheet, C-1.0,C-2.0, C-2.1, C-3.0,C-5.0, C-5.1, C-
5.2
iii. Townhomes' Configuration,Drainage Area: DA-I
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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
910.796.7215

State Stormwater Permit No. SW8 130412
Page 2 of 3
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 Clinkscales,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 Phl/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 14.0ms1 (as it
appeared in some data submitted during this review.)
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 modification.
b. Complete Application: Please update Attachment B and fill it out completely upon your
resubmittal. (Please ver 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.)
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 Phl/Pond 3 to
reflect their new allocations.
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.)
c. Please include the date that the maintenance will be completed.
2. Please submit the Plan of Action by November 19,2018.
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.

State Stormwater Permit No. SW8 130412
• Page 3 of 3
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.
Since/ely,
idieDsc
,e7Q‘C-c.c
:r William E. ( oby)Vinson,Jr.,PE, CPESC, CPM,Interim Director
Division of Energy,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\201810 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. 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 update the data in Attachment B 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.
Page 4 of 16

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 5 of 16

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 6 of 16

State Stormwater Management Systems
Permit No. SW8 130412
f The maximum built-upon area per lot was recorded in B2745/P0986 to be
4,500sf/lot for the entire subdivision. (The townhome section, Phase 2, is not
required to have deed restrictions because land is not sold with the lots.
Homeowners cannot build patios or other impervious area outside of the footprint
of the building that they purchase.)
i. The deed restrictions were previously permitted as follows:
i. Phase I: 4,500 square feet
ii. Phase 3A Section C: 4,000 square feet
(This covers Lots 3273-3332)
iii. Remainder: The remainder of the subdivision will be specified with a
future stormwater permit modification.
ii. A Modification application to correct Attachment B is due on
November 19, 2018.
This allotted amount includes any built-upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the system
are not required to provide these measures.
h. Built-upon area in excess of the permitted amount will require a permit
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer
Records of maintenance activities performed to date will be required.
19. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface rn 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 7 of 16

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.
1:1 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 8 of 16

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 16th day of October 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/ALLIA ENCAS-44
Tracy Davi , P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 9 of 16

State Stormwater Management Systems
Permit No. SW8 130412
Attachment A— Designer's Certifications
Page 10 of 16

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 11 of 16

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 12 of 16

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)
, 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 13 of 16

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.
6. 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 14 of 16

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

DEMLR USE ONLY
Date Received Fee Paid Permit Number
ahslt3 AF\ocos sul
Applicable Rules: 0 Coastal SW-1995 0 Coastal SW-2008 0 Ph II-Post Construction
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 Universal 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 use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Hawkeswater at the River
2. Location of Project(street address):
Continuation of Esthwaite Drive(off of Hawkeswater Blvd.)
City:N/A County:Brunswick Zip:28451
3. 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.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit numberSW8 130412 ,its issue date(if known)4/30/13 ,
construction: Not Started ❑Partially Completed' ❑Completed* * ovide a designer's certi tion
2. Specify the type of project(check one): ?, 6 Z NW
['Low Density ®High Density ['Drains to an Offsite Stormwater Syste LlOther
3. If this application is being submitted as the result of a previously returned appl atuana
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):
❑LAMA Major ®Sedimentation/Erosion Control:60.95 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:Erosion Control=Hawkeswater Lots BRUNS-2015-042
:A8
5. Is the project located within 5 miles of a public airport? ZNo ❑Yes •"
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations eiaa 5 � ead
Form SWU-].01 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: 131 Racine Drive,Suite 201
City:Wilmington State:NC Zip:28403
Mailing Address(if applicable):
City: State: Zip:
Phone: (910 ) 465-3167 Fax: ( )
Email:
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information,item 3a)
❑Lessee* (Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑Developer* (Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Anthonv E.Mills
Signing Official&Title:Land Development Manager
b.Contact information for person listed in item 3a above:
Mailing Address:131 Racine Drive,Suite 201
City:Wilmington State:NC Zip:28401
Phone: (910 ) 465-3167 Fax: ( )
[e-mail]
4. Local jurisdiction for building permits:Brunswick County
Point of Contact: Phone#: ( )
.EGEIVE
;.:`r� FEB 15 2018
Form SWU-101 Version Oct.31,2013 Page 2 of 6
BY:

e ego e.rt,r-I)
IV. PROJECT INFORMATION Al' 1. In the space provided below,briefly summarize how the stormwater runoff 1 b at ''''1�
Runoff from impervious areas will be collected in roof leaders and catch basillyand routes 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+: 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(NHWV)line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHVV) line. The resultant project area is used to
calculate overall percent built upon area(BUM). Non-coastal wetlands landward of the NHW(or MH N)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 =n/a
9. How many drainage areas does the project have?2(For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below. n3 ‘ •4 Qh3 � ti1�0�.3 ?t,.,...5%At)5
Basin Information Drainage Are 1 v rainage Area 2 I rainage Area 3 Drainage Area 4
Receiving Stream Name . unswick er B wick Rive :,unswick Rive. Brunswick River
Stream Class * SC SC SC SC
Stream Index Number* 18- 8-77 18-77 18-77
Total Drainage Area(sf) 300,5.' 2:.,716 200,514 357,192
On-site Drainage Area(sf) c 00,'64 26 1; 1 00,514 357,192
Off-site Drainage Area(sf) i 1 0 0
Proposed Impervious Area**(sf) 1.,',092 151,^.9 42. 45 222,210
% Impervious Area**(total) .5 5 3"5 62.2
Impervious`Surface Area Dra ag: Area 1 Drama: ' -a_ Dramag: .. ea_ Drainage Area_
On-site Buildings/Lots(sf) 24,110 1 �.,000 321,01 i 162,000
On-site Streets (sf) 34,9'; ,:,668 11.,6. 50,500
On-site Parking (sf) 0 0 0 0
On-site Sidewalks (sf) 6,099 6,921 4,791 9,710
Other on-site (sf) 0 0 0 0
Future(sf) 0 0 0 0
Off-site (sf) 0 0 0 0
Existing BUA***(sf) 0 0 0 0
Total (sf): 165,092 151,589 426,451 222,210
* Stream Class and Index Number can be determined at: ttp//portal.ncdenr.org/web/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc. 17 �?of
Yr.
II
Form SWU-1 Ol Version Oct.31,2013 Page 3 of 6 ' FEB 1 5 2013
BY:

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:III Other: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 AAja(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6) =Total Project
Area+: f2fs•3 / 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
(MHW)line,and coastal wetlands landward from the NHW(or MHV line. The resultant project area is used to
calculate overall percent built upon area(BLIA). Non-coastal wetlands landward of the NHW(or MHV1)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 =n/a %
9. How many drainage areas does the project have?2(For high density,count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin InformationDrainage Area 1 Drainage Drainage Area 3 Drainage
Receiving Stream Name Brunswick River Brunswick River Brunswick River
Stream Class * SC SC SC
Total Drainage Area(sf) 300,564 265,716 1,200,514
• 1 1 1
Proposed Impervious Area**(sf) 165,092 151,589 4.0.,"4-51
Impervious ` a
Impervious' Surface Area Drainage Area 1 Di amage Area Drainage Area_ Drainage Area,,,_,
On-site Buildings/Lots(sf) 124,000 116,0©0 320,000
On-site Streets (sf) 34,993 281668 101,660
On-site Parking (sf) 0 0 0
On-site Sidewalks (sf) 6,099 6,921 4,791
Other on-site (sf) 0 / 0 0
Future(sf) 0 /� 0 0
Off-site (sf) � 0 0
Existing BUA*** (sf) / 0 0 0
Total (Si): / 165,092 151,589 426,451
* Stream Class and Index Number caFn be determined at: http://portal.ncden.r.org/web/wq/ps/csu/classifications
** Impervious area is defined as the/ uilt upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
'PI: f
Form SWU-101. Version Oct.31,2013 Page 3 of 6 E 2
ii8y.

***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
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su./bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq f ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. ITC
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. Of required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
http://www.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 "�C
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the l
mile radius on the map.
7. Sealed,signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW 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 measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person whir.". �V
!,made the determination on the plans. }
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculatio .
o. Drainage areas delineated (included in the main set of plans,not as a separate documentt). FEB 1 ZQia 4
Form SWU-101 Version Oct.31,2013 Page 4 of 6

•
° p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:3334 Page No:510
11. For corporations and limited liability corporations (LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
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 lot number,lot size,and the allowable built-upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr..org/web/lr/state-
storm.water-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:Tim Clinkscales
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:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information,item 2 has been filled out,complete this
section)
I, (print or type name of person listed in Contact Information,item 2a) ,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item la) with(print or type name of organization listed in
Contact Information,item la) 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.
// ' a ,s<7 F
018
Form SWU-101 Version Oct.31,2013 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civiil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this_day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information,item la)Michael C.Loiacono
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants w. recorded,and that the proposed project complies with the requirements of the
applicable stormwater ru der 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date:
I, -1-rt9 t LA NA)Y 12`( ,a Notary Public for the State of AIORT ti C4Lot...N4 ,County of
,}EU t hLot n L ,do hereby certify that Ma-HA 5 L Lo X A CO ko personally appeared
before me this2Sfltday of IAA/VAN ,:01$ ,and ac� le the due execution of the application for
a stormwater permit. Witness my hand and official seal,
ol.ANIt/041 SEAL
NAQ"CAR yo
s / / 0
Vititits4:048Uula. ��ioG 1 My commission expires �� '27 c�2va c
aaI
FEB 520%
Form SWU-101 Version Oct.31,2013 Page 6 of 6 BY:

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Operation & Maintenance Agreement
Project Name: Hawkeswater Phase 3 Pond 5
Project Location: Brunswick County
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location. Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s)on this project include(check all that apply&corresponding O&M tables will be added automatically):
Bioretention Cell Quantity: Location(s):
Dry Detention Basin Quantity: Location(s):
Grassed Swale Quantity: Location(s):
Green Roof Quantity: Location(s):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Level SpreaderNFS Quantity: Location(s):
Permeable Pavement Quantity: Location(s):
Proprietary System Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Sand Filter Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Wet Detention Basin Quantity: 1 Location(s): Ph. 3 Pond 5
Disconnected Impervious Area Present: No Location(s):
User Defined BMP Present: No Location(s):
CLICK TO UPDATE O&M MANUAL
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party: Michael C.Loiacono
Title&Organization: Vice President
Street address: 1121 Military Cutoff Road,Suite C-322
City, state,zip:Wilmington, NC 28405
Phone number(s): 910-465-3167
Email: [e-mail]
Signature: dss#4' Date: O /I3/ O S
I, 1 0,i10nJ E I�`{ , a Notary Public for the State of key.i of LM.o LI`j�{
County of IApiilf tbs k , do hearty certify that YJ 1 C I. L Loi I}Cin1C
personally appeared before me this 11TH day of AU&t. S r, ,„201 1- and
acknowledge the due execution of the Ope tick a aintenance Agreement.
Witness my hand and official seal,
ttOTAR ghl 13 2015
ti
vE_ R GCS_ , i
STO8 Z My commission expires �q/����v�® 8/1012018
Version 1.4 O&M Manual Page 1 of 5

f V•. E .
11
AUG 10 2010 ':
BY:
STORM-EZ 8/10/2018
Version 1 A O&M Manual Page 2 of 5

Wet Detention Pond Maintenance Requirements
•
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established,the plants on the vegetated shelf and perimeter of the
-
basin should be watered twice weekly if needed, until the plants become established(commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention-
basin.
If the basin must be drained for an emergency or to perform maintenance,the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches(or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the BMP Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed. ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of approximately six inches.
long.
The inlet device The pipe is clogged. Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to smooth it over and provide erosion
swale. control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or Remove sediment and replace with clean stone.
covered in sediment(if
applicable).
The forebay Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where it
original design depth for will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred. Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or !Determine the source of the problem: soils, hydrology, disease, etc.
dying. Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present. Remove the weeds, preferably by hand. If pesticide is used,wipe it on
the plants rather than spraying.
I 3 11,13 )
STORM-EZ . 8/10/2018
Version 1.4 O&M Manual Page 3 of 5

Wet Detention Pond Maintenance Requirements(Continued)
The main treatment area Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where it
original design sediment will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50% Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other Remove the plants by wiping them with pesticide(do not spray).
invasive plants cover 50%of
the basin surface.
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and consult a professional to remove
beaver activity is present. beavers.
A tree has started to grow on Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Department of Environment and Natural
damage have occurred at the Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
AUG 1 6 2018
BY:
STORM-EZ 8/10/2018
Version 1.4 O&M Manual Page 4 of 5

Wet Detention Pond Design Summary
Wet Pond Diaora'-
. , WET POND ID FOREBAY MAIN POND
#5 Permanent Pool El. 13 Permanent Pool El. 13
Temporary Pool El: 14.21 Temporary Pool El: 14.21
Pretreatment other No Clean Out Depth: 5 Clean Out Depth: 6
than forebay? Sediment Removal El: 8 Sediment Removal El: 7
Has Veg.Filter? No Bottom Elevation: 7 Bottom Elevation: 6
WET POND ID FOREBAY MAIN POND
Permanent Pool El. Permanent Pool El.
Temporary Pool El: Temporary Pool El:
Pretreatment other No Clean Out Depth: 0 Clean Out Depth: 0
than forebay? Sediment Removal El: Sediment Removal El:
Has Veg.Fitter? No Bottom Elevation: Bottom Elevation:
STORM-EZ 8/10/2018
Version 1.4 O&M Manual Page 5 of 5

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WETPOND, Hawkeswater at the River
DRAINAGEAItEA +� ...- f,
Drainage area number 81(Phase 3 Pond4)(Break down of BUA in the drainage area(both new and existing):
hotel coastal wetlands area(aq ft) ._.... • ,1 of -Parking/driveway(aq ft)_�- .._.. ,_+ q..__--
;Total surface water area(sq f6 ---__-_-'-- N -Sidewalk(aq ft) 6099sf
tl'otai drainage area(sq ft) 300584 sr -Roof -. `._.. - .
!BUAassocated with existing development(sq ft) ! )of_ -Roadway(sq ft) 34993 sf
ropoced new BUA(aq ft) 165092 a1 -Other,please specify in the comment box below(sq ft) "--- + 2.- - - _
Percent BUA of drainage area i 55% ,otal BUA(eq ft) 168092 of
IcOMPLIANCE ppCiiiiii on.711E APPLICABLE T______ATFR_PROriRAN_r__G_ �__ Design rainfall depth(in) . 1 S M
ter mfs that a W V
Mlnimum volume required(a ft) 20451 et
aD esign volume of SCM(Cu ft)I,. •i. Cs.. �� 4P50 Y9039eP )
hi•
1 Is the SCM sized to treat the SW from all aurfac es at build-out? - Yes ss7 If appbeabl,w th the SCM be clnened out after conetrueeon? Yeet
02 Is the SCM located an or near contaminated soils? Na )8 Does the maintenance access comply valn General L1DC(8)? Yen __
What are the stag slopes of the SCM(H:V)? _ 3:i t^'d9 Does the drainage easement comply with General MDC(9)? _ Yea• t
013.Does the SCM have retaining walls,gablon walls or other engineered side slopes? Ns '010 if the SCMa on a sing
le family lot the plat comply w General does
ith Gl 61DC drip
Are the inlets,outlets,and receiving stream protected from erosion(10-year storm)? _ wYah .511 Is there an OEM Agreement that complies wit General MDC(11)v Yaw a
!#5 Is there a a bypass for flows in excess of the design flow? Yes i't112 is there an O3M Pian that complies web General MDC(12)7 Yes 1
)96 What is them method for dewatering the SCM for maintenance? _,�„^_y_-r,^-. - Pus*Mro )._(313 Was the SCM_designed by an NC licensed professional?._ Yes
#1 Method used SMDA Width of the vegetated shelf(feel) 6 ft
lig Surface area of the main permanent pool(square feet) -, • 17445 sf Location of vegetated shelf Submerged •
Volume of the main permanent pool(cubic feet) ' 9431f all Elevation of tap of shelf Omni) fi
. Avere.e depth of the main pool(feat) .__..._.._.___....._.......... ....-----..._ _.__--�- 4 R --El nation of bottom of shelf(final) .....-- 7 R
Was the vegetated shelf included in the calculation of average depth?. No S of vegetated shelf(N_V)__.-___.--- . -- ..-._,_ _- ! d 1
I
Elevation of the bottom of the pennenem pool(fnnq i 4 R Diameter of drawdown orifice(inches) 26 in
Elevation of the top of the permanam pod(tms0_-� ., 8 R _ Drewdewn time for the temporery pool(hours) 841aa
Elevation of the top of the temporary pool(tma J'Ir Does the orifice drawdown from below the lop surface of the permarront pool?____.. Yea
Depth provided for as6msnt storage(mdnea)_ ._......_._. 12 to Does the pond minimize impacts to the receiving channel from tho t yr 2Mhr storm?
Are the inlet(s)and outlet located in a manner that avoids short-circuiting? YeaAre fountains proposed? Na
Des ark measures,such as banns or baffles,that rri9 be taken to improve the flow path: if yes,is documentation minded per War Pont MOC(9)7 '
0 Is a trash rack of other device provided to protect the outlet system? Yes
Vohune of the forebay(cubic feel) !, 90,600 1 Are the dam end embankment alembic in non-clumping turf press? Yes
Is this 1S20i5 of the volume in the main poop Yes .St t Species of turf that will be used on the dam and ombanlanent $ermlide
e5 Depthof forebey at entrance(inches) SO.a '!N11 Describe the planting plan for the vegetated shelf:
Vac
t#Fi Depth of-fore-at exit.---) 12 n tree per.suitable t Pickerel W 0 Dupe Pofetq.Stwmrp Rose 9kn Flag 0te edsW alai n
_.-. _ _. .... _... :Anlf6Ctorte Meta`Jart Ma 41s:syed molt scow,renews Watch of Via Wed mamba plaate taxing lMiaia00n.group
Does water Row out of the forebay Ina non-erosive manner? Yes.. species of paMa together install Obis 2r O C m d ae eXoardpNkm
'i95 Clean-out depth for forebayfinches) 36a1
ifikrl!the forebay be loaned cwr when the depth is reduced to less than the above? Yes
•
IA1?VIT(ONAL INFORMfA1ION
i_.
lPisaas use this:pace to yrovide any adcianal information about this oral pond ah.Tat iou think is relevant to the review,:
(
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4/03111)41:110
•
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Wet Pond 1 2:55 PM B/16/2017

WET POND Hawkeswater at the River
THE 0RANA8sAREA __,_ 1
'Drainage area number #1 These 3 Pond 4)!Break down of BUA in the drainage area(both new and existing):
Total coastal wetlands area(sq ft) at -Parking I driveway(sq ft) sf_ _+
Total surface water area(sq ft) sf -Sidewalk(sq ft) 6099 sf
Total drainage area(sq ft) 300564 sf yi -Roof(sq ft) 124000al
BUA associated with existing development(sq ft) sr _L� -Roadway(sq ft) 34993 sf
Proposed new BUA(sq ft) 165092 sf -Other,please specify In the comment box below(sq ft) sf
Percent BUA of drainage area 55% (Total BUA leg ft) 165092 sr��,. - r -
COMPLIANCE was THE APPLICABLE ETORMWATER PROGRAM _. '
3lermwaler program(a) cooly(Picsso sper:Pyr. ---- ^s— ,ti�esign rfr:ir.f'"l6 depth(in) -_, _ 1.5 in
Coastal 'Minimum volume requi 4(nu l) 20451 cf
Gn iori v lumG.' c l 1(©u if.) 22330 cf
.j GENERAL PAX PRQMS919
#1 Is the SCM sized to treat the SW from all surfaces at build-out? rrt �__Yes_ _#7 If applicable,with the SCM be cleaned out after construction? y—��� Yea
i#2 Is the SCM located on or near contaminated soils? 1— No T� 48 Does the mainetenance access comply with General MDC(8)? Yes
#3 What are the side slopes of the SCM(H:V)? 131 ____ .#9 Does the drainage easement comply with General MDC(9)? __- Yes
#3 Does the SCM have retaining walls,gablon walls or other engineered side slopes? __ No^_ #10 If the SCM is on a single family lot,does the plat comply with General MDC(10)7
!:#4 Are the inlets,outlets,end receiving stream protected from erosion(10-year storm)? Yea_ � 411 Is there an O&M Agreement that complies with General MDC(11)? Yes
#5 Is there a a bypass for flows in excess of the design flow? Yea 112 Is there an O&M Plan that complies with General MDC(12)? ____ , ._. . _Yes
#6 What is the method for dewatering the SCM for maintenance? `Pump(preferred) #13 Was the SCM designed by an NC licensed professional?,.-v�� Yes
_ .
v "r.PQ D 6 FROM
—�. -__— .. --- ,..r,.... ,.�.- �-.-- tern Nam;::-s-,,,,-e-z- .,� a,..,_------- - ---•-.� �_ 7t _- -
keEi—
#1 Method used SAIDA P.'iB Width of the vegetated shelf(feet) 6 ft
#1 Surface area of the main permanent pool(square feet) 17445 of in Location of vegetated shelf Submerged
#1 Volume of the main permanent pool(cubic feet) 54311 of — h6 Elevation of top of shelf(Mull _ 8 ft
1#2 Average depth of the main pool(feet) 3.6 '1#6 Elevation of bottom of shelf(fmsl) _ 7 ft
#2 Was the vegetated shelf included In the calculation of average depth? ( No #6 Slope of vegetated shelf(H:V) 6-1
#2 Elevation of the bottom of the permanent pool(final) 4 ft 47 Diameter of drawdown orifice finches) ___ 25 in
re#2 Elevation of the top of the permanent pool(fmsl) B ft 47 Dwdown time for the temporary pool(hours) r 64 hrs
:#2 Elevation of the top of the temporary pool(final) •, 9 ft____#7 Does the orifice drawdown from below the top surface of the permanent pool? _ __Yes
#3 Depth provided for sediment storage(inches) 112 al lll#8 Does the pond minimize impacts to the receiving channel from the 1-yr,24-hr storm? Yes
•#4 Are the inlet(s)and outlet located in a manner that avoids short-circuiting? llYes I#9 Are fountains proposed? No
#4 Describe any measures,such as berms or baffles,that will be taken to Improve the flow path: #9 If yes,is documentation provided per Wet Pond MDC(9)?
N/A ---f.
_ _ _ _. _irr `.
'0 Is a trash rack or other device provided to protect Be outlet system? __ Yes_ __.t
#5 Volume of the forebay(cubic feet) - 4 - • 1. f0,800 �_.. 11 Are the dam and embankment planted in non-clumping turf grass? Yes
#5 Is this 15-20%of the volume in the main pool? Yea #11 Species of turf that will be used on the dam and embankment Bermuda
#5 Depth of forebay at entrance(inches) I_ 60 in *11 Describe l e planting plan for the vegetated shelf:
Per the plans,suitable plants include#5 Depth of forebay at exit(inches) k 12 in
Pickerel weed.Duck Potato,Swamp Rose,Blue Flag and Cardinal Flower -r'
SComrecror to install on the 61 sloped shell equal numbers of each of the listed suitable plants.Dunrig mstalabon,group
#5 Does water flow out of the forebay in a non-erosive manner? 1 Yea ps or plants together Install plants 24.0 C in a rhedkerboard pattern
�1scarier si
#5 Clean-out depth for forebay(inches) 36 to
#5 Will the forebay be deaned out when the depth is reduced to less than the above? Yea
ADDITIONAL INFORMATION
Please use this space to provIde any additional information about this wet pond that you think is relevant to the review: -
rCEWE
oci 06 2017
BY:
Wet Pond 1 8:43 PM 10/2/2017

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WE POND •e Hawkeswater at the River
TNrt oRABi oils aMLew 2:
Drainage area number 'ii2(Ptlas°S Pond S);Break down of BUA in the drainage area(both new and existing):
(total coastal wetlands area(eq fl) () of , -Parking/dnveway(sq ftj ... ts..M st
oral surface water area(sq ft) ry of -Sidewalk(so ft) 662'i of
otel drainage ores(aq ft) y 265775$f 1 .Root(eq f( 119000 d--''
BUA associated with existing development(sq fi) C. ni -Roadway(aq fl) 208611.0
(Proposed new BUA(sq fl) — 151556 of . -Other,please specify in the comment box below(sq ft) of
Nereenl Bl1A`ol&airiage area _.--' � ;�Teta1 BWT(sq nj�.."... 131ftWa7"•'""'-
ICAiMPUANCE WIlli THE APPLICABLE STORAA1ATER PROGRAM - r
1S03 mwstar program(s)that apply(please specify): ;.Design rainfall depth(in) -7.b Iliu. - �'
pasha __'---- ---_ -._ - .. ... - -.. _ . _.... ..
posh *inmum volume required(cu ft) 16719 et -
r. .
:Design volume of SOM'(ee fl)
all Is Die SCM sized to iro nt all sudaeas at buidaul? Yes 47 If applicable.wdh die SCM be cleaned out after eonstrucoon? Yea
M2 is the SCM bated on or near contaminated Sods? No (i8 Does the maintenance access comply with General(ADC(8)? _Yes
M3 What are the aide slopes of the SCM(Ff V)? � 3:1 It Doea the drainage easement comply with General MDC(9)? _ Yea
;83 Does the SCM nave retaining walla gabion walls or other engineered side slopes? No 1:810 If the SCM is on a singlet family lot,does the plat comply with General MDC(10)?
di4 Are the inlets outlets,and receiving stream protease from erosion(10.yser storm)? •_• yEe E811 la there an OSM Agreement that complies with General i1DC(11)? Yp i
1#5 Is there a a bypass for flows in excess of the design flow? Yoe '812 Is there an O8M Plan that complies with General MDC(12)?
.... ..�_ - i o sso. . .
p16 Whet is the method!or dauralenng Bie SCM Tor maimenana? - iSumP�.. (8f 3 Was the SCM designed by an NC tiansaa professional? ,.. Yes.., i
i>ivgi i'u$IG¢;y l'i�FItOtVr Gyl1.7.053
i-.__...: err,....__- ..........:_.:..:.-r,...._�..�_ ;-_----. ....----•— °-_._—_..- ..
'.81 Methodueed SNDA-..__._IP Wdlhofthevegelatedahelflfeetl BR ._
(#1 Surface area of the main permanent pool(square feet) 113384
196 Location of vegetated shelf r SihbnheryW
litVolume of the main permanent pool(cubic feet) _ - _ - -- 77D o ' ;.96_._ top h e ) - • _ ..- -
..-.._____. ,88 Elevation ofof shag(final , _ , ...
{82 Average depth of the main pool(feet) 4 it :86 Elevation of bottom of shelf(tma8 511 L.
Fid Was the vegetated shelf included in the calculation of average depth? No af6 Slope of vegetated shelf(H V) 51 ^ -
(#2 Elevation of the bottom of the permanent pool(frost)_ . 1 8 k87 Diameter of drawdown orifice(inches) 2 0 M
VP elevation cif the top of ttre_erm.Tent pool(Tmsp, . . ._. . ... _ SS ^87 Drawdam time for the temporary pool(hours) ._ .81xs
(#2 Elevation of the top of the temporary pool(finalap. .f 1i >; we-Does the office drawdown from belowsurface of the permanent
the top nt pool? Yea
!83 Depth ovioed for sediment storage(inches) 12 in 1d5 Does the pond minimize impede to the receiving channel from the 1-yr.24-hr storm? Yes
04 Are the inlet(s)and outlet located in a manner that avoids short-circuldng? Yea I89 Are fountains proposed? .., Wo
!Oa Describe any measures_such as banns or baf lee that will be taken to improve the flow path: !89 If yes.is documentation provided per Wet Pond MDC(9)?
�MtA :810 Is a bash rack or other device provided to protect the outlet system? • Yes
185 Volume of the forabay(cubic feet) •_ ,• . . _ • 793g ;G11 Are the dam and embankment planted in non-dumping turf grass?... Yea
(till Is this 15-20%of the volume m 1M main poop • rip 111 Species o!turf that will be used m the dam anti embanidnam .... Bermuda i
lii Depth of forebey at entrance(inches) 72 a cut I Describe the planing plan for the vegetated shelf.
_
OS Depth of forebay et sad finches) 121a atfhe oleic,suitable P +M aree Mari weed.Cock Potato.arsine Rose;Rua Flag andOanknel Flower-
-._...... . -'
ri'S Doea water8oaroutoftMionbayinanon•eroaivemannen `.f� Cabt�orbauWlanesteB�faiapadat.eF.equanwnbetsatSaWttKtlta('MadatalabMpiards L'iaapnfa2alaimi.giWp
_._. _. ,- yanralerspsaosof plants tag itie Llstsfolana2a"O:C in adtedrsrbodrdprelim
;#5 Clean-out depth for forebay 8nehes) 4D Si
9f5 Will the forebay be cleaned out when the depth is reduced to less than the above? " t Yea
Fl ass use this space to provide any additional infdm fain about Ills wet pond that you think is relevant to the review-.
t
F
Jai
0 o
Wet Pond 2:55 PM 8/15/2017

r
WET POND ' t Hawkeswater at the River
TFIE DRAINAGE AREA - ;
,Drainage area number - 112(Sala 3 6)lSreak down of BUA in the drainage area both new and existing): T I
(loffalcoastal wetlands area(sq ft) - el i -Parking/driveway(sq It) - - l at S
!Total surface water arse(sq ft) qti- a1 -Sidewalk(sq A) 8021 sr h
Petal drainage area(sq ft) i 265716 of -Roof(sq fi) I if6600 of p
_ ._ l p____.......__ y(9 g)
UA asso-_ _ existing development(at)Il) -� , � ,_-�af -Roadway s - 21666 N
t reposed now SUA(sq fU �-_.....-"��"'- ) 1515690 Other.please specify in the comment box below(sq ft) ---J----- of )
rPerceM 9UA of dranage area -----"---- 5776 KS(it)fr�. - d`
SlormCOYPL(ANCE WITH 7i1G APPLICABLE ST�flR)ATER PbRAti
-
water rem bin
prog (a)thata p please specify) 4Dasipn rainfall depth(in) .-__ ....
Coaatet - - %Minimum volume required(cu ft) 10719 w
.
D volume of SCRjg6'g e4
__
li th Is e CMad to treat S afx the SW him aN aurfacea at bufldout7 Yes Mt)If a licable wrlh the SCM be dsanad out elver canswrxion? Yaa !
i#2 Is the SCM located on or near contaminated soils? - No 48 Does the maintenance access comply with General MDC(a)? Yes •
__- _. ..
plKi What are the side slopes of the SCM(hI:V)7 _-- --- 3'1 *g Does the drainage easement comply Ye mplyvrith General MDC(8)7 '• _ • --
013 Does the SCM hive retaining walls,gabion walls or other engineered side slopes? No _ '#10 If the SCM is on a single family lot,does the plat comply with General MDC(10)?
(11d Are the Inlets,outlets,and receiving stream protected from erosion(to-year atorm)7 Yes ;r11 Is there an 08M Agreement that complies with General R1DC(1117 Yee_
(afi Is there a a bypass for flows in excess of the design flaw? Yin (#12 Is there en OeM Plan that samples with General MDC(12)� Yee
.'ei _t e_.SCM _ ... . ..... _
!if6 What ra the memod far devro- the for maintenance? Eirallp'(pnfertadl'(sit3 Was the SCM designee by an fM1C licensed profesiwnat9 Yu i
AifET Rom, DC PD11 r+. '3 ..�.•_�- :__._.�....._ __..-_.-__. •
!inMethod-6;Q SAfDA 06 Width of the vegetated shelf(feet) 86 --_-�
'#1'_Surface area trite main permanent pool(square feet) 11339 a1 06 Location of vegetated shelf •
Submerged
... ..... .E..-..._
1,61 Volume of the main permanent pool(cubic feet) .... ..._. lobo cf ' Sevation of top of shelf(fmsl) _ - ... 612 ._.
Mt Average de depth of the main of if( --- ._..___
P pool(feet) � 48 Elevation of bottom of shell(fmst) ! S A
,> Was the vegetated shelf included in the calddanan M average dePlh7 ; No Slope of vegetated shelf(H:V).__.._._ 6l
r Elevation of the bottom of the permanent pool(hest) 1 fl 7 Diameter of drawdown orifice(Inches)_�- .,, 2 0 in
•• Elevation of the top Ogle permanent pool(final) 611 Drawdown lime for the temporary pool(hours) - --___.-_ lint-
Elevation of the top of the temporampooi(final) - ' Does the orifice drawdown from below the top surface of the permanentpool? Yes
'.,, Deplhprovided for sediment stoma(inches) ..., _, 12 in Does the pond minimize Impacts to the receiving channel from the 1-yr.20-hr storm? Yes
,T. Are the inlets)and outlet located in smanner that avoids short-circuiting? Yes ---.Are fountains proposed?.... , No
Describe env measures,such as banns or baffles,mat will be taken to improve the now path: If yes.is documentation provided per Wet Pond MDC(9)7
A _ -..._.___ 10 Is a trash rack or other device provided to protect the MIN system? Yes
._._.-,_..„.,,.,,_.,.,..,__w �.._
Volume of the forehey cubic feet) i T♦)3$ 11 Are tlta dam and embankment planted in non-clumping turf grass? Yee
Is this 15.20%of the volume in the main pool? Yes 11 Species of turf that will be used on the dam end embanlannt Benrude
- De rebentrance(inches) , ----- -- - .____
� .....-_!at_._...Y...._ --_' � 72 kt 17 Describe the planting plan for the vegetated shelf:
Depth_offo of forebay at exd(irides) I _ 92 M the plank suitable pfenla bladude Pickerel weed Cet 1btaly 1v+amp diedRost.Shia a Flag aid D.wldniT stalair
-�- Does vwUrllowout td the tarabayinaoeo-eroaivemannM Yes sloped aqua)nemesesotoacnofOteilatadsuaabte"plasmr�DumromstslaNan.t#'prP
to traMNen the m=l !.
Clean-out de th far tareb ... .�... -, .-"-"6 setulerspec.%ofplants together t stag Owes 24'D-C in a dleutcrboard peeveP ry(irxites)
�.�....-
's&Wdl the forabay be cleaned out when the depth is reduced to less than the above? - - Yea
'AD0171t)NAL 'r(1(3N
tpletrse use Ivanpan to prawde any,eddEonot tMamlaeon about this wet pond that you think is relevant t-e there-
ecel`ale
IsettIvii
gY•
Wet Pond 1 2:55 PM 8/1 6/7017

Permit
(to be provided by DWQ)
AMA o�OF WATE,9QG
NCDEP
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.
tL PRIECTISMINIMICSI
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #1:PHASE 1 POND 1
re.OffilfatINFORIKTION
Site Characteristics
Drainage area 1,028,887 ft2 I `N CM ES ' 4"r \AL NHS
Impervious area,post-development 368,082 ft2 NOi"Iaat,4t, O . ) .I"r
%impervious 35.77% Toe lAve drerctoNaikukt. paziAtinime.
Design rainfall depth 1.0 in
Storage Volume: Non-SA Waters
Minimum volume required 31,890 ft3
Volume nrnviderl 35,473 ft3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume ft3
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hr storm in/hr
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3lsec
Pre/Post 1 yr,24-hr peak flow control ft3/sec
Elevations
Temporary pool elevation 15.40 fmsl
Permanent pool elevation 14.00 fmsl
SHWT elevation(approx.at the pens.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 14.00 fmsl
Bottom of 10ft vegetated shelf elevation 13.00 fmsl
Sediment cleanout,top elevation(bottom of pond) 9.50 fnsl
Sediment cleanout,bottom elevation 8.00 fmsl
Sediment storage provided 1.50 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 15.4 final OK fl
E iVE
APR 2 5 2013
BY:
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.&II.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWQ)
DESIGNIIFORIMATIMI
Surface Areas
Area,temporary pool *ft2
Area REQUIRED,permanent pool 19,549 ft2
SA/DA ratio 1.90(unitless)
Area PROVIDED,permanent pool,Ap,,,,_0.1 23,813 112 OK
Area,bottom of 10ft vegetated shelf,A , * ft2
Area,sediment cleanout,top elevation(bottom of pond),A00, d * fl2
Volumes
Volume,temporary pool 35,473 ft OK
Volume,permanent pool,Vim,,,, , 91,401 ft3
Volume,forebay(sum of forebays if more than one forebay) 11,283 fr3
Forebay%of permanent pool volume 12.3%% Insufficient forebay volume. i O1216" PE$MMTTIET>
SA/DA Table Data
Design TSS removal 90 %
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SA/DA ratio 1.90(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) • (Y or N)
Volume,permanent pool,Vp.„„pod 91,401 ft3
Area provided,permanent pool,Ap.„_poci 23,813 ft2
Average depth calculated ft Need 3 ft min.
Average depth used in SA/DA,d0„(Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) (Y or N)
Area provided,permanent pool,Aper„,,,,d 23,813 ft2
Area,bottom of 10ft vegetated shelf, ft2
Area,sediment cleanout,top elevation(bottom of pond),Abotpmd * ft2
"Depth"(distance b/w bottom of 10ft shelf and top of sediment) 3.50 ft
Average depth calculated ft
Average depth used in SA/DA,d. (Round to down to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 3.00 in
Area of orifice(if-non-circular) in'
Coefficient of discharge(Co) 0.60(unitless)
Driving head(H0) 0.64 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(Cw) (unitless)
Length of weir(L) ft
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.19 ft/sec Storage volume discharge rate greater than pre-dev.1 yr24hr.
Storage volume drawdown time 2.00 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio >3 :1 OK
Length to width ratio >1.5:1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided ft
Vegetated filter provided? _ _ N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate bad-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
APR 2 5 2013 I
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.&II.Design Summary,Page 2 of 2
BY:_..

Permit No.
(to be provided by DWQ)
PR 1 — PotsC.>A
I
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page!Plan
Initials Sheet Ida
N•`CK Sir.) 1. Plans(1"-50'or larger)of the entire site showing:
SW—7— -Design at ultimate build-out,
St,.)—3 -Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
______ I 2.Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
Mctf1. P— [ 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
(MIA t.11 A 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
MCI-1 CALCI S 5.A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
N T1-k N 1 A 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
(.*'tl4 talctsst 7. The supporting calculations.
flank taf<cur ' 8.A copy of the signed and notarized operation and maintenance(O&M)agreement.
&.k-4 bicwmet) 9. A copy of the deed restrictions(if required).
Pi/dt 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information. (Nicer caErDID /, L -ruke c,
C5(24.6t4 A .t t'r rlt•I 6r J
IVE
APR 2 5 2013
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III.Required Items Checklist,Page 1 of 1

Permit No.- %' /-51*j2---
(to be provided by DWQ)
W A74;9
„ Sa,NE
p2 OG
:y r
O 'r
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 III)must be printed,filled out and submitted along with all of the required information.
L PROJECTIIIMMITOR
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #2:PHASE 1 POND 2
•
Site Characteristics
Drainage area 638,154 tt2 ‘I41DlCPk C 114a'i' VAUieIJaeK
Impervious area,post-development 226,512 ft2 i r Rash, a JiA PE?cagerVr, Afr
%impervious 35.49% It* 11M dF o TWA L 4E i
Design rainfall depth 1.0 in
Storage Volume: Non-SA Waters
Minimum volume required 19,645 ft3
Volume provided 20.371 ft3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume ft3
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hr storm in/hr
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Pre/Post 1-yr,24-hr peak flow control ft3/sec
Elevations
Temporary pool elevation 17.90 fmsl
Permanent pool elevation 17.00 fmsl
SHWT elevation(approx.at the perm.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 17.00 fmsl
Bottom of 10ft vegetated shelf elevation 16.00 fmsl
Sediment cleanout,top elevation(bottom of pond) 14.00 fmsl
Sediment cleanout,bottom elevation 13.00 fmsl
Sediment storage provided 1,00 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 17,9 fms! OK
FlWfE
APR 2 5 2013
Fonn SW401-Wet Detention Basin-Rev.9-4/1e/12 Parts I.&II.Design Summary,Page 1 of 2

Permit No.
(to be Provided by DWQ)
1.DESIGN WORMIER
Surface Areas
Area,temporary pool *ft2
Area REQUIRED,permanent pool 19,783 ft2
SA/DA ratio 3.10(unitless)
Area PROVIDED,permanent pool,A _pod 21,561 ft2 OK
Area,bottom of 10ft vegetated shelf,AboLsh * ft2
Area,sediment cleanout,top elevation(bottom of pond),Abd_pp,d * ft2
Volumes
Volume,temporary pool 20,371 ft3 OK
Volume,permanent pool,Vpw,,,ycd 56,149 ft3
Volume,forebay(sum of forebays if more than one forebay) 5,026 re
Forebay%of permanent pool volume 9.0%% Irsufficient forebay volume. , pliZ%r, eleglArtrep
SA/DA Table Data
Design TSS removal 90%
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SA/DA ratio 3.10(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) * (Y or N)
Volume,permanent pool,1.1,wm,_pool 56,129 ft3
Area provided,permanent pool,Ate„„ 21,561 ft2
Average depth calculated ft Need 3 ft min.
Average depth used in SA/DA,da„ (Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) (Y or N)
Area provided,permanent pool,Am,_pod 21,561 ft2
Area,bottom of 10ft vegetated shelf,Aba or ft2
Area,sediment cleanout,top elevation(bottom of pond),Abaya,d * ft
"Depth"(distance b/w bottom of 10ft shelf and top of sediment) 2.00 ft
Average depth calculated ft
Average depth used in SA/DA,4,,(Round to down to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 2.00 in
Area of orifice(if-non-circular) in2
Coefficient of discharge(Co) 0.60(unitless)
Driving head(Ho) 0.41 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(Cw) (unitless)
Length of weir(L) ft
Driving head(H) ft
Pm-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.07 ft3/sec Storage volume discharge rate greater than pre-dev.1yr24hr.
Storage volume drawdown time 3.39 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10:1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio >3:1 OK
Length to width ratio >1.5 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided ft
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
)ECEVE Form SW401-Wet Detention Basin-Rev.9 4/le/12 APR 2 5 2013 Parts I.&II.Design Summary,Page 2 of 2
BY:

Permit No.
(to be provided by DWQ)
1 1 — 'Ponlo#2
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met if the applicant has designated an agent,the agent may initial below. if a
requirement has not been met,attach justification.
Pagel Plan
Initials Sheet No.
Mi:W{ - $6.ti-( 1. Plans(1"• 50'or larger)of the entire site showing:
56.S-2_ -Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
• -Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
torrtN P-(. 2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
14 i 4 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
cA LGS 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
(V V N ic 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
IVr 1A ttiCuLDED 7. The supporting calculations.
I1Ackk rrlacuroE 8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
NMI t Ctur 9. A copy of the deed restrictions(if required).
A 14 I Q 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information. (Nor Rib A- ..(.f M - o
61Nkt, 1 1-r r tJ 6 J`y
ECEIVE,;-
- ;
Form SW401-Wet Detention Basin-Rev.9-4/18/12 APR 2 5 2013 I, Part Ill.Required Items Checklist,Page 1 of 1
BY:

Permit No..-- ��e3�%/77.—
(b be provided by DWQ)
W A rk-4,Q�s
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 i,
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #3:PHASE 1 POND 3
reskatIFORMATIN
Site Characteristics
Drainage area 1,227,085 ft - �NDmc4TES -c1}A-r V"AYE ‘sors
Impervious area,post-development 508,781
%impervious 41.46% � QV'
Design rainfall depth 1.0 in 1-14e 'S1ME l&As ftrattrr lKZ"
Storage Volume: Non-SA Waters
Minimum volume required 43,269 ft3
Volume provided 45'16e ft3 OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5'runoff volume ft3
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hrstorm in/hr
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Pre/Post 1-yr,24-hr peak flow control ft3/sec
Elevations
Temporary pool elevation 15.90 fmsl
Permanent pool elevation 14.00 fmsl
SHWT elevation(approx.at the perm.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 14.00 fmsl
Bottom of 10ft vegetated shelf elevation 13.00 fins)
Sediment cleanout,top elevation(bottom of pond) 8.75 fmsl
Sediment cleanout,bottom elevation 7.00 fmsl
Sediment storage provided 1.75 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 15.9 fmsl OK
h APR 2 5 2013
Fann SW401-Wet Detention Basin-Rev.9 4/18/12 Parts I.&II.Design Summary,Page 1 of 2
BY:

Permit No.
(to be provided by DWQ)
oenassraiwnos
Surface Areas
Area,temporary pool *ft2
Area REQUIRED,permanent pool 17,793 ft2
SA/DA ratio 1.45(unitless)
Area PROVIDED,permanent pool,A ,„ d 21,893 ft2 OK
Area,bottom of 10ft vegetated shelf,Ayouh„r ft2
Area,sediment cleanout,top elevation(bottom of pond),Abo „d ft2
Volumes
Volume,temporary pool 45,164 ft3 OK
Volume,permanent pool,Voene_orre 86,596 ft3
Volume,forebay(sum of forebays if more than one forebay) 10,573 ft3
Forebay%of permanent pool volume 12.2%% Insufficient forebay volume. At 01216. rethArkirtio
SA/DA Table Data
Design TSS removal 90%
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SA/DA ratio 1.45(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) * (Y or N)
Volume,permanent pool,Veen,,joal 86,596 ft3
Area provided,permanent pool,Ape,,,,jog 21,893 ft2
Average depth calculated ft Need 3 ft mien.
Average depth used in SA/DA,de (Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) * (Y or N)
Area provided,permanent pool,kern,Dad 21,893 ft2
Area,bottom of 10ft vegetated shelf,Aboulerr ft2
Area,sediment deanout,top elevation(bottom of pond),AboLaond * ft2
"Depth"(distance b/w bottom of 10ft shelf and top of sediment) 4.25 ft
Average depth calculated ft
Average depth used in SA/DA,d,o (Round to down to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 3.00 in
Area of orifice(if-ton-circular) in2
Coefficient of discharge(CD) 0.60(unitless)
Driving head(H0) 0.89 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(C*,) (unitless)
Length of weir(L) ft
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.22 ft3/sec Storage volume discharge rate greater than pre•dev.1yr24hr.
Storage volume drawdown time 2.25 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3:1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio >3 :1 OK
Length to width ratio >1.5 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided ft
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
ECE
1
Form SW401-Wet Detention Basin Rev.9 4N APR 2 5 2013
e/12 Parts I.&II.Design Summary,Page 2 of 2
BY:

Permit No.
(to be provided by DWQ)
. - P" l POND.* 3
alettVERSCHEWISI
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been filet. if the applicant has designated an agent,the agent may initial below. if a
requirement has not been met,attach justification.
Page/Plan
Initials Sheet No.
( -r Sf.-'I 1. Plans(1" 50'or larger)of the entire site showing:
S‘h-2.. -Design at ultimate build-out,
564-3 -Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
Overflow device,and
-Boundaries of drainage easement.
Mwv1 '~l 2.Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
After P`I 3. Section view of the wet detention basin(1" 20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
- .K_ 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
NtC1a —. -,. 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
iWnA_ ti (A 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Nttti tPIC1_uo era, 7. The supporting calculations.
Pr n-1 tticuiD, 8.A copy of the signed and notarized operation and maintenance(O&M)agreement.
f ; t4 L.0 .> 9.A copy of the deed restrictions(if required).
MA'}-} ,J/A 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information. ( 1.) 11
cR2mo4 L.fe2µ J
_
u. ':
APR 2 5 Leta
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part Ill.Required Items Checklist,Page 1 of 1
BY:

Permit No.`��Jr/_5) /Z_--
(to be provided by DWQ)
tAO�o�W AT 4.9QG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This fonn must be filled out,printed and submitted.
The Required Items Checklist(Part III)must be printed,filled out and submitted along with all of the required information.
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #4:PHASE 3 POND 1
IC IR
Site Characteristics
Drainage area 231,739 ft2 * % of ckrE-s
Impervious area, 86 ft2
%mpervio post-development 106 45 86 % -MAID 4AZ r'EC" rs=`, AT 1 WE
Design rainfall depth 1.0 in CIF It At. ( MtTS1,44,
Storage Volume: Non-SA Waters
Minimum volume required 8,961 ft3
Volume provided a_662 ft3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume ft3
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hr storm in/hr
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Pre/Post 1-yr,24-hr peak flow control ft3/sec
Elevations
Temporary pool elevation 13.10 fmsl
Permanent pool elevation 12.00 fmsl
SHWT elevation(approx.at the perm.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 12.00 fmsl
Bottom of 10ft vegetated shelf elevation 11.00 fmsl
Sediment deanout,top elevation(bottom of pond) 6.75 fmsl
Sediment deanout,bottom elevation 5.00 fmsl
Sediment storage provided 1.75 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 13.1 fmsl OK
- EEC E .
APR 252013
BY
Form SW401-Wet Detention Basin-Rev.9-4/18/12 E Parts I.&II.Design Summary,Page 1 of 2

Permit No.
(ro be provided by DWQ)
tlm111FOIVIRTION
Surface Areas
Area,temporary pod *ft2
Area REQUIRED,permanent pool 3,940 ft2
SA/DA ratio 1.70(unitless)
Area PROVIDED,permanent pool,Ape,nyod 8,739 ft2 OK
Area,bottom of 10ft vegetated shelf,Abo,hen ft2
Area,sediment deanout,top elevation(bottom of pond),Anon c * ft2
Volumes
Volume,temporary pool 9,662 ft3 OK
Volume,permanent pool,Vo.„.01 21,575 ft3
Volume,forebay(sum of forebays if more than one forebay) 2,178 ft3
Forebay%of permanent pool volume 10.1% % Insufficient forebay volume. AS ciA61. 11100
SAIDA Table Data
Design TSS removal 90 %
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SAIDA Table Used? N (Y or N)
SA/DA ratio 1.70(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) * (Y or N)
Volume,permanent pool,Von,_po21,575 ft3
Area provided,permanent pool,Ap,,,,yod 8,739 ft2
Average depth calculated ft Need 3 ft min.
Average depth used in SA/DA,d. (Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) * (Y or N)
Area provided,permanent pool,Ape,,,, 8,739 ft2
Area,bottom of 10ft vegetated shelf,A "hdi ft2
Area,sediment cleanout,top elevation(bottom of pond),Aya_po„d * ft2
"Depth"(distance b/w bottom of 10ft shelf and top of sediment) 4.25 ft
Average depth calculated ft
Average depth used in SA/DA,d.,(Round to down to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.50 in
Area of orifice(if-non-circular) in2
Coefficient of discharge(CO 0.60(unitless)
Driving head(H,,) 0.52 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(C.) (unitiess)
Length of weir(L) ft
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.04 ft3/sea Storage volume discharge rate greater than pre•dev.1yr24hr.
Storage volume drawdown time 2.44 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio >3 :1 OK
Length to width ratio >1.5 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided it
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
flECEWE
li i
Form SW401-Wet Detention Basin-Rev.9-4/18/12 APR 2 5 2013 Parts I.&II.Design Summary,Page 2 of 2
RV,

Permit No.
(to be provided by DWQ)
PN 3 -Pohl b It t
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the foiiowing design requirements have been met if the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page/Plan
Initials Sheet No.
M114 SGl-I. 1. Plans(1"-50'or larger)of the entire site showing:
SO-7. -Design at ultimate build-out,
Su--s -Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
Pretreatment system,
-High flow bypass system,
-Maintenance access,
Proposed drainage easement and public right of way(ROW),
Overflow device,and
Boundaries of drainage easement.
r 2.Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
NM114 3. Section view of the wet detention basin(1" 20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
_ _ ICI IA 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
Mct} C![w:_ 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
MTA _ l4 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
t tht1 t plaore0 7. The supporting calculations.
AA-c N.k ttiCUJIZIEV 8.A copy of the signed and notarized operation and maintenance(O&M)agreement.
tiAnk Lislautzleb 9. A copy of the deed restrictions(if required).
McrtL &_ 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information. fir. .t, el" ....k.1 ov.")
DECEIVE.;"
APR 2 5 2013 .#
Form SW401-Wet Detention Basin-Rev.9-4/18/12 i Part Ill.Required Items Checklist,Page 1 of 1
BY: r

Permit No.
(to be provided by DWQ)
�� OF WaTF9
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 III)must be printed,filled out and submitted along with all of the required information.
PMEMINKIIIIINIMOW
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #5:PHASE 3 POND 2
to srrtttmtaivenat
Site Characteristics
Drainage area 1,094,198 ft2 -jF MCACA' eS 1 vlitWE i.C% 1411:$1.
Impervious area,post-development 656,516 ft2 t t t)CV- 90a9reD PI„
%impervious 60.00%
Design rainfall depth 1.0 in mit4V- ef. C061 PEAZMVTI-W6ii
Storage Volume: Non-SA Waters
Minimum volume required 53,798 ft3
Volum nmvided 60,104 ft3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume ft3
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hr storm in/hr
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Pre/Post 1-yr,24-hr peak flow control _ft3/sec
Elevations
Temporary pool elevation 15.00 fmsl
Permanent pool elevation 13.00 fins)
SHWT elevation(approx.at the perm.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 13.00 fmsl
Bottom of 10ft vegetated shelf elevation 12.00 fins)
Sediment cleanout,top elevation(bottom of pond) 6.00 fmsl
Sediment cleanout,bottom elevation 5.00 fmsl
Sediment storage provided 1.00 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 15.0 fmsl OK
flECEVE;-
fj
APR 2 5 2013 fl
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.&II.Design Summary,Page 1 of 2
BY:

Permit No.
(to be provided by DWG))
DESIEVISIFORIMMON
Surface Areas
Area,temporary pool 33,512 ft2
Area REQUIRED,permanent pod 26,261 ft2
SA/DA ratio 2.40.(unitless)
Area PROVIDED,permanent pool,Awn_pad 26,592 ft2 OK
Area,bottom of 10ft vegetated shelf,Ahot_Sheff 15,718 ft2
Area,sediment deanout,top elevation(bottom of pond),Aha_pond ft2
Volumes
Volume,temporary pool 60,104 ft3 OK
Volume,permanent pool,14,,,,yod 86,829 ft3
Volume,forebay(sum of forebays if more than one forebay) 16,574 ft3
Forebay%of permanent pool volume 19.1%% OK
SA/DA Table Data
Design TSS removal 90%
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SA/DA ratio 2.40(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) * (Y or N)
Volume,permanent pool,Vp.,,,, i 86,829 ft
3
Area provided,permanent pool,ApB11,_pool 26,592 ft2
Average depth calculated ft Need 3 ft min.
Average depth used in SA/DA,ds,,(Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) * (Y or N)
Area provided,permanent pool,Awn jod 26,592 ft2
Area,bottom of 10ft vegetated shelf,Am shsrc 15,718 ft2
Area,sediment deanout,top elevation(bottom of pond),At,Jo,d * ft2
'Depth'(distance b/w bottom of 10ft shelf and top of sediment) 6.00 ft
Average depth calculated ft
Average depth used in SA/DA,d,N,(Round to down to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.50 in
Area of orifice(if-non-circular) in2
Coefficient of discharge(Co) 0.60(unitless)
Driving head(H) 0.67 ft
Urawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(CO (unittess)
Length of weir(L) ft
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.19 ft3/sec Storage volume discharge rate greater than pre-dev.1yrP4hr.
OK
Storage volume drawdown time 3.60 days ,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3:1 OK
Vegetated shelf slope 10:1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio >3:1 OK
Length to width ratio >1.5:1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
ECEIVE..
APR 2 5 2013
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I.&II.Design Summary,Page 2 of 2
BY:

Permit No.
(to be provided by DWQ)
PE-4 3- t'at v -l'Z
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Pagel Plan
Initials Sheet No.
A/i'Cfrk 51;J--1. 1. Plans(1"-50'or larger)of the entire site showing:
SW-2- -Design at ultimate build-out,
SLS -S -Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement.
MT14. _.. _ 2.Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-1-orebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
-_ __ E. 3. Section view of the wet detention basin(1" 20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
M-rtk i4 f—fc__ 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
ty. k CA1..CJ 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
K(k 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
tveC{ tt4Gu+DEr> 7. The supporting calculations.
W :t *. Lt.le-wber, 8.A copy of the signed and notarized operation and maintenance(O&M)agreement.
L1-n 1,14C-LIPZED 9. A copy of the deed restrictions(if required).
tq k 10.A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information. ( ,, .ram 4 kI- T ..)
av21.64Melt-FelZ-At-rn1J b
a IV :-:
Form APR 2 5 2013 SW401-Wet Detention Basin-Rev.9 4/18/12 Part III.Required Items Checklist,Page 1 of 1
BY:

Permit No.2-5-4)0/.50�lz_
(to be provided by DWQ)
AVA
O�OF W A TE�QG
NCDENR
O Y
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.
PROJECTINFORMAVON
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #6:PHASE 3 POND 3
I. DESIGN INFORIKTION
Site Characteristics
Drainage area 42,253 ft2 *vNtzAckr s-Mow' VAL,* WAS
Impervious area,post development 23,958 56.70% MOTt �eT
%impervious 56.70
Design rainfall depth 1.0 in vie '[11AF'dF dclese1NtoN. n'TYt4,
Storage Volume: Non-SA Waters
Minimum volume required 1,982 ti3
Volume provided 4,379 ft3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume ft3
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hr storm in/hr
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Pre/Post 1-yr,24-hr peak flow control ft3/sec
Elevations
Temporary pool elevation 10.50 fmsl
Permanent pool elevation 10.00 fmsl
SHWT elevation(approx.at the pens.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 10.00 frnsl
Bottom of 10ft vegetated shelf elevation 9.00 fmsl
Sediment cleanout,top elevation(bottom of pond) 7.00 fmsl
Sediment cleanout,bottom elevation 6.00 fmsl
Sediment storage provided 1.00 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 10.5 fmsl OK
E 1 V E.',
Form SW401-Wet Detention Basin-Rev.9-4/18/12 APR 2 5 2013 Parts I.&II.Design Summary,Page 1 of 2
BY:

Permit No.
(to be provided by DWQ)
DESIGINFORIETION
Surface Areas
Area,temporary pool *ft2
Area REQUIRED,permanent pool 2,113 ft2
SA/DA ratio _5.00(unitless)
Area PROVIDED,permanent pool,Am,,,ucd 4,026 ft2 OK
Area,bottom of 10ft vegetated shelf,Abut_.. ft2
Area,sediment cleanout,top elevation(bottom of pond),Ab ft
Volumes
Volume,temporary pool 4,379 ft3 OK
Volume,permanent pool,VPg,,,_poq 5,359 ft3
Volume,forebay(sum of forebays if more than one forebay) 651 ft3
Forebay%of permanent pool volume 12.1%% -Insufficient F^,abay• me
• a3 OAG. AE1ZNtA‘T�J
SAIDA Table Data
Design TSS removal 90%
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SAIDA Table Used? N (Y or N)
SA/DA ratio 5.00(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) (Y or N)
Volume,permanent pool,V ,,,4„),i 5,359 ft3
Area provided,permanent pool,A pw 4,026 ft2
Average depth calculated ft t ed 3 ft min.
Average depth used in SA/DA,d. (Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) (Y or N)
Area provided,permanent pool,A,,,,,,,"o, 4,026 ft2
Area,bottom of 10ft vegetated shelf,About,* ft2
Area,sediment cleanout,top elevation(bottom of pond),Abate * ft2
"Depth"(distance b/w bottom of 10ft shelf and top of sediment) 2.00 ft
Average depth calculated ft
Average depth used in SAIDA,da,„(Round to down to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.00 in
Area of orifice(if-non-circular) in2
Coefficient of discharge(Cc) 0.60(unitless)
Driving head(Ho) 0.48 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(C,") (unitless)
Length of weir(L) _ ft
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow ff3(sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.02 ft3/sec Storage volume discharge rate greater than pre dev rr24hr. .
Storage volume drawdown time 1.25 days Insufficient drawdown time Must be within 2,5 days. APcoda (leax„crre
Additional Information
Vegetated side slopes 3:1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio >3:1 OK
Length to width ratio >1.5:1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided ft
Vegetated filter provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
PE..,vE
Form SW401-Wet Detention Basin-Rev.9-4i18i12 APR 2 5 2013 ( Parts I.&II.Design Summary,Page 2 of 2
BY:

Permit No.
(to be provided by DWQ)
POt -PoNo3
*
i
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page/Plan
Initials Sheet No.
fu '54..)-1 1. Plans(1"-50'or larger)of the entire site showing:
SiJ 2 -Design at ultimate build-out,
SI 1—t, -Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
Overflow device,and
Boundaries of drainage easement.
1ATV 1 2.Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
I AT l P1 2 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet Itivili N(4 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
XATI4 CALC S 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
k l 1 N(A 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Anrca 1au.Ur> 7. The supporting calculations.
1.4-n1 140-5.)CO, 8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
nn-ci 114 CWC 9. A copy of the deed restrictions(if required).
ANTI—Pe $J A. 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information.(Ni b AT-Tkiv 1110%
1C71welt_PVItlutrm4 G")
APR 2 5 2013
Form SW401-Wet Detention Basin-Rev.9-4/18/12 liECEIVET
Part III.Required Items Checklist,Page 1 of 1
BY;

Permit No. ✓/4,,e?-3©7
(to be provided by DWQ)
W AT, _7 9 G
Acvt'A
NCDENR - - -
O
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 III)must be printed,filled out and submitted along with all of the required information.
Project name HAWKESWATER AT THE RIVER
Contact person MATTHEW HALEY,PE
Phone number 910-383-1044
Date 4/24/2013
Drainage area number #10:PHASE 3 POND 7
Site Characteristics d
Drainage area 192,971 ft2 *INDICA1'E"S TOO WI
Impervious area,post-development 87,120 ft2 WT 6V
%D impervious 4510 % _,�,{� �" -cr
Design rainfall depth 1.0 in 1�n- "n� � �-+�'��L c aF�'_K'C�+"a"i
Storage Volume: Non-SA Waters
Minimum volume required 7,462 ft3
Volume provided 8,437 ft3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5"runoff volume ft3
Pm-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required? N (Y or N)
1-yr,24-hr rainfall depth in
Rational C,pre-development (unitless)
Rational C,post-development (unitless)
Rainfall intensity:1-yr,24-hr storm in/hr
Pm-development 1-yr,24-hr peak flow f-t3/sec
Post-development 1-yr,24-hr peak flow _f-t3/sec
Pre/Post 1-yr,24-hr peak flow control _ft3/sec
Elevations
Temporary pool elevation 6.90 fmsl
Permanent pool elevation 6.00 fmsl
SHWT elevation(approx.at the perm.pool elevation) *fmsl
Top of 10ft vegetated shelf elevation 6.00 fmsl
Bottom of 10ft vegetated shelf elevation 5.00 fmsl
Sediment deanout,top elevation(bottom of pond) 1.00 fmsl
Sediment deanout,bottom elevation 0.00 fmsl
Sediment storage provided 1.00 ft
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 6.9 find OK
1
APR 2 5 2013
Form SW401-Wet Detention Basin Rev.9 4/18/12 p Parts I.&II.Design Summary,Page 1 of 2
#3Y:

Permit No.
(to be provided by DWQ)
OBSIGNimiammos
Surface Areas
Area,temporary pool 9,197 ft2
Area REQUIRED,permanent pool 6,214 ft2
SA/DA ratio 3.22(unitless)
Area PROVIDED,permanent pool,Apdm_rod 7,486 ft2 OK
Area,bottom of 10ft vegetated shelf,Ab&der 3,423 ft2
Area,sediment cleanout,top elevation(bottom of pond),Ab& d ft
Volumes
Volume,temporary pool 8,437 ft3 OK
Volume,permanent pool,Vpo,,,,_ood 12,190 ft3
Volume,forebay(sum of forebays if more than one forebay) 2,625 ft3
Forebay%of permanent pool volume 21.5%% OK
SA/DA Table Data
Design TSS removal 90%
Coastal SA/DA Table Used? Y (Y or N)
Mountain/Piedmont SA/DA Table Used? N (Y or N)
SA/DA ratio 3.22(unitless)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) (Y or N)
Volume,permanent pool,Vim,„_pc. 12,190 ft3
Area provided,permanent pool,Aoo,,,, 7,486 ill
Average depth calculated ft Need 3 ft min.
Average depth used in SA/DA,d. (Round to nearest 0.5ft) ft
Calculation option 2 used?(See Figure 10-2b) (Y or N)
Area provided,permanent pool,kern,eod 7,486 ft2
Area,bottom of 10ft vegetated shelf,Aso. 3,423 ft2
Area,sediment deanout,top elevation(bottom of pond),kuo„d * ff2
'Depth"(distance b/w bottom of 10ft shelf and top of sediment) 4.00 ft
Average depth calculated ft
Average depth used in SA/DA,day,(Round to dew to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.50 in
Area of orifice(if-non-circular) in2
Coefficient of discharge(Co) 0.60(unitless)
Driving head(Ha) 0.30 ft
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge(C„„) (unitless)
Length of weir(L) ft
Driving head(H) ft
Pre-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.03 ft3/sec Storage volume discharge rate greater than pre-dev.1yr2411%
Storage volume drawdown time 2.72 days OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10:1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio >3 :1 OK
Length to width ratio >1.5 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided ft
Vegetated filter provided? N (Y or N) OK
Recopied drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: PORTABLE PUMP
PRtj
Form SW401-Wet Detention Basin-Rev.9-4/18/12 A 2 5 2C13 Parts I.&U.Design Summary,Page T.of 2
APR L
BY:�

Permit No.
(to be provided by DWQ)
m l _ L!* Pia 3 -'� .i� 71
t t ' ,.: -: y w I-.-s,
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Pagel Plan
Initials Sheet No.
Mirk Sf.—i 1. Plans(1"-50'or larger)of the entire site showing:
S6.3-2- -Design at ultimate build-out,
Si.3-. -Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),
-Overflow device,and
-Boundaries of drainage easement
lvcn l P-3 2.Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
h/tr'lk f' 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
MRtk tJ I A. 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
M c'k CALLS 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
to verify volume provided.
Milk N 1 A 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
IM.t'4l' hiCLL 7. The supporting calculations.
Milk i HC�srD87 8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
Mttl tir4o.. D 9. A copy of the deed restrictions(if required).
M't4k _t4 f 10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils information Nat-Wtr 0 kr'CHI`(tom
cin
v94GteM kt. eETz M-rrt 0 G
Y 1 i
APR 252013
Form SW401-Wet Detention Basin-Rev.9-4/18/12 LI
Part III.Required Items Checklist,Page 1 of 1
CY:

Operation & 'Maintenance ,agreement
Project Name: Hawkeswater Phase 3a Section 2c
Project Location: Brunswick County
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location. Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s)on this project include(check all that apply&corresponding O&M tables will be added automatically):
Bioretention Cell Quantity: Location(s):
Dry Detention Basin Quantity: Location(s):
Grassed Swale Quantity: Location(s):
Green Roof Quantity: Location(s):
Infiltration Basin Quantity: Location(s): -
Infiltration Trench Quantity: Location(s): -
Level SpreaderNFS Quantity: Location(s):
Permeable Pavement Quantity: Location(s):
Proprietary System Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Sand Filter Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Wet Detention Basin Quantity: 2 Location(s): Ph. 3 DA#1 (Pond#4)&DA#2(Pond#6)
Disconnected Impervious Area Present: No Location(s):
User Defined BMP Present: No Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party: Michael C. Loiacono
Title& Organization: Vice President
Street address: 1121 Military Cutoff Road,Suite C-322
City, state, zip: Wilmington,NC 28405
Phone number(s): 910-465-3167
Email: [e-mail]
Signature:
L4 r Date: >>�
I, 6) , a Notary Public for the State of
County of /7rAV rol rr , do hearby certify th t /r10 h,
personally appeared before me this l* day of �' and
acknowledge the due execution of the Oper ions an inten�greement.
Witness my hand and official seal, .
i i rev4JASON K BON n
Notary Public Q62vA�New Hanover Co my
North Carotin,
My Commission Expires Dec 3,2017
ST onn_17 3, mg-
8/15/2017
VersW.4 My commission expires O&M Manual Page 1 of 5

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established,the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
_ No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
_ If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches(or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the BMP Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed. ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of approximately six inches.
long.
The inlet device The pipe is clogged. Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to smooth it over and provide erosion
swale. control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or Remove sediment and replace with clean stone.
covered in sediment(if
applicable).
The forebay Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where
original design depth for it will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred. Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by hand. If pesticide is used,wipe it
on the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the problem: so' S , disease, etc.
dying. Remedy the problem and repl is e - • e-time fertilizer
application to establish the ver if a soil tes dicates it is
necessary. t% '-
Weeds are present. Remove the weeds, preferab y hand. If pesticide i sed,wipe it
on the plants rather than spra '
STORM-EZ 8/15/2017
Version 1.4 O&M Manual Page 3 of 5

Wet Detention Pan. aintenance Requirements( ont nue•)
The main treatment area Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where
original design sediment it will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50% Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragni tes or other Remove the plants by wiping them with pesticide(do not spray).
invasive plants cover 50%of
the basin surface.
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and consult a professional to remove
beaver activity is present. beavers.
A tree has started to grow on Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Department of Environment and Natural
damage have occurred at the Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
el
epo
o lag
Bv:
STORM-EZ
8/15/2017
Version 1.4 O&M Manual Page 4 of 5

Wet Detention Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
#4 Permanent Pool El. 8 Permanent Pool El. 8
Temporary Pool El: 9.2 Temporary Pool El: 9.2
Pretreatment other Clean Out Depth: 3 Clean Out Depth: 4
than forebay? No
Sediment Removal El: 5 Sediment Removal El: 4
Has Veg. Filter? No Bottom Elevation: 3 i Bottom Elevation: i 3 1
WET POND ID FOREBAY MAIN POND
#6 Permanent Pool El. 6 Permanent Pool El. 6
Temporary Pool El: 7.5 Temporary Pool El: 7.5
Pretreatment other No Clean Out Depth: 4 Clean Out Depth: 5
than forebay? Sediment Removal El: 2 Sediment Removal El: 1
Has Veg. Filter? No Bottom Elevation: 0 Bottom Elevation: 0
fcrP°44 el.'‘.'\
OC1 6
tti
XX .____----------- ---
st
STORM-EZ 8/15/2017
Version 1.4 O&M Manual
Page 5 of 5

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
3273-3332:4,000 sfAot
Phase 3A Section 2C
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 am
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2003 Page 1 of 2
gY:

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: Date: //2J
I, , a No ary Public in the
State of 4,44 gst , County of , 4Lwi.l!
r ,
do hereby certify that jgi isAr_ ZOZ'j9cove personally appeared
before me this the T" day of ceplenr , 20 /1 , and acknowledge
the due execution Xo �f tthe foregoing instrument. lfilitness my hand and official seal,
SEAL
Si." re
? l am JASON K BOND
a ::yomission expires Notary Public
New Hanover County
North Carolina
My Commission Expires Dec 3,2017
T• lyg
0ti 06
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Permit Number:
(to be provided by DWQ)
Drainage Area Number: -4 k = T:14 t Mix)
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does i/ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. ap roxima 1 S]X jgches.
IVVail1
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2013 LI Page 1 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number: *t i VIA I pd1.10
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plant;by wiping them
invasive plants cover 50% of I with pesticide(do not spray).
the basin surface.
APR 2 5 2013
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 1 •. Pvk 1 pomp
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.(if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5__ feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 14.0
Sediment Removal 9.5* -l57,1
Malume Sediment Removal Elevation 9.5*
Bottom Elevatio 8.0* 257.
Sedt Bottom Elevation 8.0*
Stagatie Sediment
Storage
FOREBAY MAIN POND
GENE:1.
APR 2 5 2013
lt`/its lG /41 -"1 PIEKLIrt rt UtJteg "SO 8 oeoo3S 4- BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#1: Phase 1 Pond 1
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd, Myrtle Beach, SC 29579
Phone:[phone]i34A Signature: . 44
Date: 1/- a`(-(3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, 1'1. Ste if K'4 , a Notary Public for the State of
t4ei rJ CAI�D 1 a YIG, tiuijsti;of Seutistav,eZ. , do hereby certify that
Brad. JYUndQ,q C. personally appeared before me this 24
day of ni 11 , 1.015 , and acknowledge the due execution of the
forgoing et detention basin maintenance requirements. Witness my hand and official
seal, Litieste,4 ,
"..T.„it));
OTAf1AV"
• V
PUB!-�G : 2
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!.,,,I'/'INOVER������\,\
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SEAL
My commission expires 3-Z1-/
C E
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 203
Page 4 of 4
BY:

Permit Number: mil /312 7 "z.
(to be provided by DWQ)
Drainage Area Number:'0 Z: "(:)}E 1 Popj n 2
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed, remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 t ' Page 1 of 4
APR252013
t:y.

Permit Number:
(to be provided by DWQ)
Drainage Area Number:"$ "Z` 'PA 1 row>7—
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
th plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
1 Cattails,phragmites or other I Remove the plants by wiping them
invasive plants cover 50% of I with pesticide(do not spray).
I the basin surface. 1
1 VE
r
] APR25fJt3
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number: *2: PI{1 kon1f,Z
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3_0 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
PI in the blanks)
0 Permanent Pool Elevation 17.0
Sediment Removal . 14.0* -IejZ� 1 ,5 0
e1 me Sediment Removal Elevation 14.0* 7
Bottom Elevatio 13.0* 2r f•�
Sediment Bottom Elevation 13.0* 2S74 1
amMF Sit
FOREBAY MAIN POND
.... 12V
APR 2 5 2013
)E As oleic wALLI p p rrce vmvelz. 5 . E1 04003S 4 ter:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#2: Phase 1 Pond 2
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd,Myrtle Beach, SC 29579
Phone:[phone] n ,�,
Signature: 4?(l(•!�'
Date: �( a�-( 3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I,_.. . S * 1 ,ntiehtitt. , a Notary Public for the State of
4242114 Crtitoli i , County of Brur►SWyd.. , do hereby certify that
1319444. 13funetaie. personally appeared before me this Z4
day of kprt I , .p i3 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, 41444frytett41.
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SEAL
My commission expires 3-Z1•'/7'
APR 2 5 2013
Form SW401-Wet Detention Basin O&M-Rev.4 ( Page 4 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 14c?,: 1,14 ( folks i s
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
n does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin I erosive gullies have formed. remove the gully,and then plant a
I ground cover and water until it is
I established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. a proximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 ry APR 2 5 2013 Page 1 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:lit 3: piq 1 ?ow:, 3
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertili7Pr application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
Iinvasive plants cover 50% of I with pesticide(do not spray).
I the basin surface.
4
AFC25201
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 3.1, p44-1 Pa MD 3
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety spec'alist to
the embankment. remove the tree. _
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 3.0 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
Il in the blanks)
v Permanent Pool Elevation 14.0
Sediment Removal . 11.0* '35fe P 1
ene Sediment Removal Elevation 8.75* -,54 i
Bottom Elevatio 10.0* 267.
Sit Bottom Elevation 7.0* 25 •
�s She
FOREBAY MAIN POND ;. �v
EIVE
APR 2 5 2013
if- As aIQt�Cstkt�{u. BY:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#3: Phase 1 Pond 3
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd, Myrtle Beach, SC 29579
Phone:[phone]
Signature: Ii4J ( 161 /
Date: L(' 7cr (3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, Sc4*t Koptied. J4.- , a Notary Public for the State of
49p'r4 , Coulity of 8rungtaka. , do hereby certify that
rJ(U. 13ruf dazi e. personally appeared before me this i4
day of A-//0 1 , xp13 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, jcZ&r
Co OlAR
.27
G '
U84\ �?
,,i540
SEAL
My commission expires 3- ZIP--if'
Form SW401-Wet Detention Basin O&M-Rev.4 A 2 2413 Page 4 of 4
BY:

Permit Number: `" 8�-�D / /
(to be provided by DWQ)
Drainage Area Number: It s p.N 0
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2013 Page 1 of 4
BY:_�

Permit Number:
(to be rovided by DWQ)
Drainage Area Number:V 4 3 f b ni p
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
I I Cattails,phragmites or other I Remove the plants by wiping them
invasive plants cover 50% of I with pesticide(do not spray).
I the basin surface.
C EWE)
APR 2 5 2013 1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:V 4: p“ 3 paw> 1
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond,the
sediment shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 12.0
Sediment Removal .7.50* 161 1 —1
J4ine Sediment Removal Elevation 6.75* ' '
Bottom Elevatio 6.0* �,1
t Bottom Elevation 5.0* '25 $444411
, t
FOREBAY MAIN PONI :s --`.
APR 2 1'J52d13U
Y:
* Ac5 OIZL6D3 tD1 P-F-Mrr't UtuDEl2 SWa aCoo354-
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

.
Permit Number:
• (to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#4: Phase 3 Pond 1
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd, Myrtle Beach, SC 29579
Phone:[phone]
Signature: ki <,
41/1
Date: Li Y-(3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, JJ SçW 64111 JfL. , a Notary Public for the State of
woos eer l i/n , Co ty of 3fuf ,W wit , do hereby certify that
13t se6rWi personally appeared before me this 1Q4
day of Aped , 200 , and acknowledge the due execution of the
forgoing et detention basin mai 1 tenance requirements. Witness my hand and official
seal, �yat /�
oituilllitmi
,�0 r. NEDI, �i
.'� (� • DSO" 7j�
:wco OiARP
_ : z
C5 Er:
PUS- •
SEAL
My commission expires 3—z'1'17
. CEIVEll
r
,
Form SW401-Wet Detention Basin O&M-Rev.4 i iAPR 2 5 2013 Page 4 of 4
BY:

Permit Number: ��S/jD
(to be provided by DWQ)
Drainage Area Number: #r5% ''i4 3 Pogo Z
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does Fl does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does 1/ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
"""
Form SW401-Wet Detention Basin O&M-Rev.4 `',; APR 2 5 2013 Page i of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 5 3 ?owl° -2-
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
I I Cattails,phragmites or other Remove the plants by wiping them
I invasive plants cover 50% of with pesticide(do not spray).
I the basin surface.
T
Form SW401-Wet Detention Basin O&M-Rev.4 11 APR 2 5 2013 Page 2 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number'. St Pik 5 Fa-so Z
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.(if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 7.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7.0 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
v Permanent Pool Elevation 13.0
Sediment Removal . 6_0 I P anen Pool
Volume Sediment Removal Elevation 6.0 Volume
Bottom Elevatio 5_0 -ft Min.
Sediment Bottom Elevation 5.0 $ 1-ft
Storage Sediment
Storage
FOREBAY MAIN POND
ii Ai �.,;a ?
a
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2013 : Page 3 of 4
BY:.a}

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#5: Phase 3 Pond 2
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd,Myrtle Beach, SC 29579
Phone:[phone] �j�
Signature: ( �� `"1)
Date: ii- 21'-(3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, let Stat KOW1&Plitt , a Notary Public for the State of
W04411 CAM!ins A., County of bruit sw i'dL , do hereby certify that
grad b rtcn j t personally appeared before me this 2.4
day of Ape.) / , 2o9 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, 4/ /40-
�'0W� MM I
vjec �
A:A, 1...:.
it 1 A41 s
frER 004*`�`
%11111o\\
SEAL
My commission expires 3- 2 7 l7-
FA ..
i APR 2 5 2013
Form SW401-Wet Detention Basin O&M-Rev.4 ii Page 4 of 4
BY:

Permit Number: 5/y /.jd
(to be provided by DWQ)
Drainage Area Number:#e,; PIA3 lIbt.1p 3
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
n does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. a roximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2013 Page 1 of 4
BY:

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

Permit Number:
(to be provided by DWQ)
Drainage Area Number: ; pa 3 ?Asp S
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.(if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 2.25_feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
Old in the blanks)
0 Permanent Pool Elevation 10.0
Sediment Removal .7.75* —15?, 1 of
Naakage Sediment Removal Elevation 7.0* 15'f. ALP
Bottom Elevatio 70* 25�. .
SarWaaat Bottom Elevation 6.0* 267•1
-£tiaras.
FOREBAY MAIN POND
. Ej
, APR 2 5 2110131
is f__._.�
*As dgLt tkokte-1 �lA k MN) UISt7E42_ sI48 aloa'3S 4—
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
. (to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#6: Phase 3 Pond 3
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd, Myrtle Beach, SC 29579
Phone:[phone]
Signature: Z.�,1((4'
Date: Lt. (3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, ii" gLailfj( nn JIG , a Notary Public for the State of
gekr14 CArDlinik. , CoLnty of 6rial SI,tJic , do hereby certify that
Sod 6 r u e. personally appeared before me this 2 4
day of Apr// 1 , l•Di j , and acknowledge the due execution of the
forgoing wet detention basin maint nance requirements. Witness my hand and official
seal, idg
K.,„,,,,,.,e_............::,,,,..
Zr OI A A peNV
= 1
% j0U81.IG 2
�����Nilfllllllllnl�``�
SEAL
My commission expires 3- Z77 f i-
1 E .
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2 �3Lil Page 4 of 4
BY.

Permit Number: Z7"/0` /, g
(to be provided by DWQ)
Drainage Area Number:410. op
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem: How I will remediate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. a roximatel six inches.
ktiVET
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2013 b Page 1 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:' 10% Pt.4 3 Q600
BMP element: Potential problem: How I will remediate the problem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other I Remove the plants by wiping them
invasive plants cover 50% of I with pesticide(do not spray).
I the basin surface. I
n
Form SW401-Wet Detention Basin O&M-Rev.4 11 APR 2 5 2013 111 Page 2 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:V tc)% Pk4 3 ki 0 D-1
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.(if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 7.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7.0 feet in the forebay,the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
v 1 Permanent Pool Elevation 13.0
Sediment Removal 6_0 1 P anen Pool
Volume Sediment Removal Elevation 6.0 Volume
Bottom Elevatio 5_0 ft Min.
Sediment Bottom Elevation 5_0 Y 1-ft
Storage Sediment
Storage
FOREBAY MAIN POND
'EWE
Form SW401-Wet Detention Basin O&M-Rev.4 APR 2 5 2013 i i Page 3 of 4
BY:

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Hawkeswater at the River
BMP drainage area number:#10: Phase 3 Pond 7
Print name:Brad Brundage
Title:Vice President and City Manager
Address:4073 Belle Terre Blvd,Myrtle Beach, SC 29579
Phone:[phone] Signature: g7- (C/
(All
Date: tf.. '/-r 3
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, ) Su 4'f 4,,,,,.42Jtt.- , a Notary Public for the State of
�D a vI i1?g. , C unty of {arum SwpciL , do hereby certify that
f,yy,z4 bruniiG personally appeared before me this 24
•
day of Apt , 2013 , and acknowledge the due execution of the
forgoing w detentio basin mainte ance requirements. Witness my hand and official
se
`````��►\1111H1111III�j��i
11 KEN%
•
•
Au b � =
rBt. 40
/0/1/111110
SEAL
My commission expires 3z1.i7'
Form SW401-Wet Detention Basin O&M-Rev.4 AR 2 ��� Page 4 of 4
BY:

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I1IiIIt1Jj I IIIflillfifl1ll III II s �
rtMBrunswi aunty. NC Regis sr of Deeds page 2 of 25
STATE OF NORTH CAROLINA DECLARATION OF COVFNANTS
CONDITIONS AND RESTRICTIONS
COUNTY OF BRUNSWICK FOR HAWKESWATER AT THE
RIVER SUBDIVISION
THIS DECLARATION, made the It day of J) , 2008, by Hawkeswater I
Development, Inc., a North Carolina corporation, Hawkeswater Ili Development, Inc., a North
Carolina corporation, Hawkeswater HI Development. Inc., a North Carolina corporation. and
Riverside Land Holdings, LLC. a North Carolina limited liability company, collectively
hereinafter referred to as"Declarant"or"Developer"for the purposes hereinafter stated;
WITNESSETH:
WHEREAS,Declarant is the owner of certain real property in Brunswick County. North
Carolina, known as HAWKESWATER AT THE RIVER SUBDIVISION, which is shown on
a plat recorded in the Office of the Register of Deeds of Brunswick County, North Carolina, in
Map Book 48. Page 27(the"Plat"), to which reference is made for a more particular description
(the"Property").
NOW.THEREFORE, Declarant declares that the Property described above shall be held.
sold and conveyed subject to the North Carolina Planned Community Act set forth it Chapter
47F of the North Carolina General Statutes (the "Act"). as well as the following easements,
restrictions,covenants and conditions:
ARTICLE I
DEFDIITIONS
•
In addition to other terms defined herein, the following capitalized teens shall have the
following meanings as used herein:
SECTION 1. Additional Property shall mean and refer to any lands which are now
owned or may be hereafter acquired or developed by Declarant, in addition to the above-
described Property,and annexed to and made a part of the Planned Community.
SECTION 2. Allocated Interest shall mean the Common Expense Liability and votes in
the Association allocated to each Lot.
SECTION 3. Association shall mean and refer to Hawkeswater Homeowners'
Association. Inc., a North Carolina non-profit corporation. its successors and assigns. the
owners'association organized pursuant to the Act for the purposes set forth therein.
•
SECTION 4. Common Elements,shall mean and refer to all lands and easements within
or appurtenant to the Planned Community owned by the Association, other than a Lot, and
intended for the common use and enjoyment of the Owners, including, without limitation, any
2 GEE
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APR
BY:

82745 P@988 903 D
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private roads, greenways, open spaces, parks and stormwater infiltration basins within the
Planned Community.
SECTION 5. Common Expenses means expenditures made by or financial liabilities of
the Association,together with any allocations to reserves.
SECTION 6. Common Expense Liability means the Iiability for Common Expenses
allocated to cach Lot as permitted by the Act,this Declaration or otherwise.
SECTION 7. Declarant shall be used interchangeably with Developer (which
designations shall include singular, plural, masculine and neuter as required by the context)and
shall mean and refer to Hawkcswater I Development. Inc., Hawkeswater Il Development, Inc..
Hawkeswater III Development, Inc., and Riverside Land Holdings, LLC. their successors and
assigns, if such successors or assigns should acquire undeveloped property from the Declarant or
a Lot not previously disposed of for the purpose of development and reserves or succeeds to any
Special Declarant Right.
SECTION 8. Declarant Control Period shall have the meaning set forth in Article III
hereof.
SECTION 9. Declaration shall mean this instrument as it may be from time to time
amended or supplemented.
SECTION 10. Executive Board shall be used interchangeably with the Board of
Directors and means the body, regardless of name,designated in this Declaration or otherwise to
act on behalf of the Association.
SECTION 11. Limited Common Elements shall mean areas and facilities within any Lot
which are for the exclusive use of the Lot Owner but which the Association is obligated to
maintain pursuant to the terms of this Declaration.
SECTION 12. Lotfs) shall mean and refer to any portion of the Planned Community
designated for separate ownership by a Lot Owner.
SECTION 13. Lot Owner shall mean the Declarant or other Person who owns a fee
simple title to any Lot,including contract sellers,but excluding those having such interest merely
as security for the performance of an obligation.
SECTION 14. Master Association means a master association as defined in the Act.
SECTION 15. Person means a natural person, corporation. business trust. estate, trust,
partnership,association,joint venture.government,governmental subdivision.or agency or other
legal or commercial entity.
3 _ ri _
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AP R 2 5 233

131111111111111111111111111ll11111 ElartnVt0 :2:s• Brunswick County, a Register of page 4 of 28
SECTION 16. planned Community shall mean and refer to the Property plus any
Additional Property made a part of the Planned Community by the exercise of any Special
Declarant Right.
SECTION 17. Purchaser means any Person,other than the Declarant or a Person in the
business of selling real estate for the purchaser's own account, who by means of a voluntary
transfer acquires a legal or equitable interest in a Lot, other than (i) a leasehold interest
(including renewal options)of less than twenty(20)years,or(ii)as security for an obligation.
SECTION 18. Reasonable Attorneys' Fees means attorneys' fees reasonably incurred
without regard to any limitations on attorneys' fees which otherwise may be allowed by law.
SECTION 19. $necial Declarant Rights means rights reserved for the benefit of the
Declarant including, without limitation, the right (i) to complete improvements intended or
planned by Developer for the Property or Additional Property, (ii)to exercise any development
or other right reserved to the Declarant by this Declaration or otherwise, (iii)to maintain within
the Planned Community sales offices, management offices, construction offices/trailers, signs
advertising the Planned Community, and models, (iv) to use the Common Elements for the
purpose of making improvements within the Planned Community, (v) to make the Planned
Community part of a larger planned community or group of planned communities, (vi) to make
the Planned Community subject to a Master Association, or (vii) to appoint or remove any
officer or Executive Board member of the Association or any Master Association during the
Declarant Control Period.
SECTION 20. Stormwater Permit shall mean the State Stormwater Permit No. SW8
060354MOD issued by the North Carolina Division of Water Quality (DWQ), Department of
Environment and Natural Resources(DENR).
ARTICLE II
PROPERTY RIGHTS AND&1SFENTS
SECTION 1. Owner's Property Rights and Easement of Enjoyment. Every Owner shall
have and is hereby granted a right and easement of enjoyment in and to the Common Elements,
if any, which shall be appurtenant to and shall pass with the title to every Lot, subject to the
following provisions:
(a) The Association may make and amend reasonable rules and regulations
governing use of the Common Elements by the Owners.
(b) The Association may grant a security interest in or convey the Common
Elements, or dedicate or transfer all or part of the Common Elements, to any public agency,
authority or utility for such purposes and subject to such conditions as may be agreed to by at
least eighty percent(80%)of the Members,excluding the Developer,provided,however,that the
Association may, without the consent of the Owners, grant easements, leases, licenses and
concessions through or over the Common Elements. No conveyance or encumbrance of
Common Elements shall deprive any Lot of its rights of access or support.
4
APR 2 5 22 3
BY:

• I8hI11I(lhlj1IJQiijllJir
•
•
(c) The owners of any lands adjacent to the Planned Community to which
•
private streets within the Planned Community abut shall be entitled to use such private streets for
•
ingress and egress. Such right of use shall be subject to any rules and regulations adopted by the
Association. The Association shall not erect any road gates within the Planned Community nor
in any way restrict such use.
SECTION 2. Pasements in Favor of Declarant and the Association. The following
easements are reserved to Declarant and the Association, their agents, contractors. employees,
successors and assigns:
(a) easements as necessary in the lands constituting the Common Elements
and the front fifteen feet (15") and side five feet(5')and the rear ten feet (10')of each Lot for
the installation and maintenance of utilities and drainage facilities,including the right to go upon
the ground with men and equipment to erect, maintain, inspect, repair and use electric and
telephone lines,wires,cables,conduits,sewers,water mains and other suitable equipment for the
conveyance and use of electricity, telephone equipment, gas, sewer, water or other public
conveniences or utilities on, in or over each Lot and such other areas as are shown on the plat of
the Property or any Additional Property recorded or to be recorded in the Office of the Register
of Deeds of the county where the Planned Community is located, the right to cut drain ways,
swales and ditches for surface water whenever such action may appear to the Developer or the
Association to be necessary in order to maintain reasonable standards of health, safety and
appearance,the right to cut any trees, bushes or shrubbery, the right to make any grading of the
soil, or to take any other similar action reasonably necessary to provide economical and safe
utility installation and to maintain reasonable standards of health,safety and appearance,and the
right to locate fences,wells,pumping stations and tanks within residential areas,or upon any Lot
with the permission of the Owner of such Lot. No structures or plantings or other material shall
be placed or permitted to remain upon such easement areas or other activities undertaken thereon
which may damage or interfere with the installation or maintenance of utilities or other services,
or which may retard,obstruct or reverse the flow of water or which may damage or interfere with
established slope ratios or create erosion. These easement areas(whether or not shown on the
recorded plats for the Planned Community),but not the improvements within such areas,shall be
maintained by the respective Owner except those for which a public authority or utility company
is responsible;
(b) easements over all private streets, if any,access easements,and Common
Elements within the Planned Community as necessary to provide access, ingress and egress to,
and the installation ot;utilities for any Additional Property;
(c) an easement of unobstructed access over, on, upon, through, around and
across each Lot and the Limited Common Elements located thereon, if any, at all reasonable
times to perform any maintenance and repair to the Lot and/or Limited Common Elements
required or authorized by this Declaration;and
(d) all easements shown on the Plat.
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I1IIiIJIIi!IJJlIlIIIIII !I!!LI1lIIIIIrunsutok County, ogleer of Deeds pegei 6 of 25
SECTION 3. Other Easements. The following additional easements are granted by
{ Declarant:
(a) an easement to all police, fire protection, ambulance and all similar
•
persons, companies or agencies performing emergency services, to enter upon all Lots and
Common Elements in the performance of their duties:
(b) in case of any emergency originating in or threatening any Lot or
Common Elements, regardless of whether any Lot Owner is present at the time of such
emergency,the Association,or any other person authorized by it,shall have the immediate right
to enter any Lot for the purpose of remedying or abating the causes of such emergency and
making any other necessary repairs not performed by the Lot Owners;and
(c) the Association is granted an easement over each Lot for the purposes of
providing Lot maintenance as contemplated by Article III, Section 5,hereof or when an Owner
fails to provide maintenance and upkeep in accordance with this Declaration.
SECTION 4. Nature f Easements. All easements and rights described herein are
perpetual easements appurtenant, running with the land,and shall inure to the benefit of and be
binding on the Declarant and the Association, their successors and assigns, and any Owner,
purchaser,mortgagee and other person having an interest in the Planned Community,or any part
or portion thereof, regardless of whether or not reference is made i2 the respective deeds of
conveyance,or in any mortgage or trust deed or other evidence of obligation, to the easements
and rights described in this Declaration.
ARTICLE III
HOMEOWNERS'ASSOCIATION
SECTION 1. formation of Association. The Association shall be incorporated no later
than the date the first Lot in the Planned Community is conveyed. The Association is a nonprofit
corporation organized pursuant to the Nonprofit Corporation Act of the State of North Carolina
for the purpose of establishing an association for the Owners of Lots to operate and maintain the
Common Elements and any Limited Common Elements in accordance with this Declaration,its
Charter and Bylaws. The Association shall be empowered to perform and/or exercise those
powers set forth in the Act as it may be amended from time to time, in addition to any powers
and authority otherwise granted to it.
SECTION 2. Membership. Every Lot Owner shall be a Member of the Association.
Membership shall be appurtenant to and may not be separated from Lot ownership.
SECTION 3. Voting Rights. The Association shall have two (2) classes of voting •
Membership:
Class A. Class A Members shall be all Owners,with the exception of the
Declarant, and shall be entitled to one (I)vote for each Lot owned. When more
than one person holds an interest in any Lot, all such persons shall be Members.
6

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The vote for such.Lot shall be exercised as they determine,but in no event shall
more than one (1) vote be cast with respect to any Lot. Fractional voting with
respect to any Lot is prohibited.
Class B. The Declarant shall be a Class B Member and shall be entitled to
three(3)votes for each Lot owned. The Class B Membership shall cease and be
converted to Class A Membership upon the happening of any of the following
events,whichever occurs earlier.
(a) when the total vote outstanding in the Class A Membership
equals the total vote outstanding in the Class B Membership,or
(b) on December 31,2018,or
(c) upon the voluntaty surrender of all Class B Membership by
the holder thereof.
The period during which there is Class B Membership is sometimes referred to herein as
the"Declarant Control Period."
SECTION 4. Governmentgl Permits. After completion of construction of any facilities
required to be constructed by Declarant pursuant to permits, agreements and easements for the
Planned Community, all duties, obligations, rights and privileges of the Declarant under any
water, sewer, stormwater and utility agreements, casements and permits for the Planned
Community with municipal or governmental agencies or public or private utility companies,
shall be the duties, rights, obligations, privileges and the responsibility of the Association,
notwithstanding that such agreements, easements or permits have not been assigned or the
responsibilities thereunder specifically assumed by the Association. There are additional
provisions made in this Declaration concerning stormwater facilities and the Stormwater Permit.
SECTION 5. Common Elements. The Association shall,at its sole cost and expense,be
responsible for the operation and maintenance of each Common Element within the Planned
Community from the date of completion of its construction or improvement by the Developer,
whether or not(i)such Common Element has actually been deeded to the Association,or(ii)any
permit issued by a governmental agency to Declarant for the construction and operation of the
Common Element has been transferred from the Declarant to the Association or assumed by the
Association. If the Declarant is required by any government agency to provide any operation or
maintenance activities to a Common Element for which the Association is liable to peifoiu,such
operation and maintenance pursuant to this section,then the Association agrees to reimburse the
Declarant the cost of such operation and maintenance within thirty (30) days after Declarant
renders a bill to the Association therefore. The Association agrees to levy a Special Assessment
to cover the amount of such bill if it does not have other sufficient funds available. Declarant
shall be entitled to specific performance to require the Association to levy and collect such
Special Assessment.
7

11JJL11!JIW nm 0011111111 of Deeels Page a of 25
The Association may, in its discretion, cause a landscaping service or other lawn care
maintenance company to provide lawn care services to each Lot,including mowing the front and
side yards and trimming and bedding of shrubs or bushes which are not in fenced backyard
areas,or which are visible from any street within the Planned Community. Notwithstanding the
foregoing, it shall be the continuing responsibility of the Owner of each Lot to assure that the Lot
is mowed regularly, including the area between the lot line and the edge of the paved street,and
to maintain in a neat condition all landscaping and plant materials contained within their
• respective fenced backyard areas or other inaccessible areas, if any. Additionally, each Owner
shall keep the Lot clear of any unsightly objects, and in the event that the Owner of any Lot
within the Planned Community breaches this restriction, the Declarant and the Association
reserve the right. and an easement, to enter upon the Lot to take such action as is necessary to
clean up the Lot and remove unsightly structures and objects at the Owner's expense as provided •
herein. Where Lots border on or contain ditches, drainage canals or swales, ponds or
detention/retention ponds, the Owner of each Lot shall maintain that area. including the slopes,
down to the edge of the water in a neat well kempt condition. Washouts or erosions on the Lots
adjoining ditch banks,channels,ponds, and swales shall be properly tended to by the respective
Lot Owner. Notwithstanding the foregoing, no Lot Owner may do anything, or as the case may
be. neglect to take any action, which may cause any modification of the storm water
management system constructed in the Planned Community. This obligation and right may be
enforced by the Association or any Owner as provided in Article VIII herein.
SECTION 6. Limited Common Eieme—site. Auy fencing constructed along the perimeter
of a Lot by the Declarant or a Builder acquiring an unimproved Lot from Declarant shall be
deemed Limited Common Elements appurtenant to such Lot. Maintenance and repair of such
fencing shall be the responsibility of the Association. The expenses of such maintenance and
repair shall be paid by Lot Owner for such repairs or maintenance peculiar to the fencing located
on a particular Lot or Lots and the expenses of any repairs or maintenance necessitated by the
actions of a Lot Owner shall be the responsibility of that Lot Owner.
SECTION 7. Insurance. The Executive Board on behalf of the Association, as a
Common Expense, may at all times keep the Common Elements and other assets of the
Association, if any. insured against loss or damage by fire or other hazards and such other risks.
including public liability insurance.upon such terms and for such amounts as may be reasonably
necessary from time to time to protect such property,which insurance shall be payable in case of
loss to the Association for all Members. The Association shall have the sole authority to deal
with the insurer in the settlement of claims. In no event shall the insurance coverage obtained by
the Association be brought into contribution with insurance purchased by Members or their
mortgagees. At a minimum,the Executive Board shall maintain the insurance coverage required
by the Act.
SECTION 8. Architectural Review Committee. The Executive Board shall perform all
duties of the Architectural Review Committee if no such committee is appointed by it. subject,
however, to the Special Declarant Rights, Any Architectural Review Committee appointed by
the Executive Board shall consist of at least three(3)members,at least two(2)of which shall be
Lot Owners.
8

BZ145 P �-zz-woe
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Brunswick County, Register of peels' Robinson
page 9 of 25
ARTICLE IV
CQVENANTS FOR ASSESSMENTS
SECTION 1. Creation of the Lien and Personal Obligation of Assessments. Each Lot
Owner covenants and agrees to pay to the Association the following assessments(collectively,
the-Assessments"):
(a) Annual Assessments,
(b) Special Assessments.
(c) Insurance Assessments.
(d) Ad Valorem Tax Assessments.and
(e) Working Capital Assessments.
The Assessments, together with interest, costs and reasonable attorneys' fees, shall be a
charge on the land and shall be a continuing lien upon the respective Lot against which the
Assessments arc made. Each such Assessment, together with interest, costs and reasonable
attorneys' fees, shall also be the personal obligation of the Person who was the Owner of such
Lot at the time when the Assessment fell due. Assessments shall not be due and payable from
approved builders who purchase Lot(s) for the purpose of constructing residences)on a Lot(s)
for a period of one year from the date of the builder's purchase of the Lot or the builder's sale of
the Lot, whichever date arrives first. The personal obligation for delinquent Assessments shall
not pass to the Owner's successors in title unless expressly assumed by them.
SECTION 2. purpose of Annual Assessments. The Annual Assessments levied by the
Association shall be used exclusively to promote the recreation,health,safety and welfare of the
Owners and residents of the PIanned Community and for the maintenance, repair and
replacement of the Common Elements and any Limited Common Elements. The funds arising
from said assessments or charges may be used for any or all of the following purposes:
operations, maintenance and improvement of the Common Elements,and any Limited Common
Elements. including payment of utilities, enforcing this Declaration, paying taxes, insurance
premiums. legal and accounting fees and governmental charges; paying the cost of any lawn
maintenance provided by the Declaration in accordance with Article III. Section 5. hereof
establishing working capital; paying dues and assessments to any organization or Master
Association of which the Association is a member, and. in addition, doing any other things
necessary or desirable in the opinion of the Association to keep the Common Elements and
Limited Common Elements in good operating order and repair.
SECTION 3. Annual Assessments. The Executive Board shall adopt a proposed budget
for the Association at least annually. Within thirty (30) days after adoption of the proposed
budget for the Association, the Executive Board shall provide to all of the Lot Owners a
summary of the budget and notice of a meeting to consider its ratification,including a statement
that the budget may be ratified without a quorum. The Executive Board shall set a date for a
9

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runswiek County, Regis er of Deeds page 1® of 25
meeting of the Lot Owners to consider ratification of the budget,such meeting to be held not less
than ten (10) days nor more than sixty(60) days after mailing of the summary and notice. The
budget is ratified unless at the meeting a majority of all of the Lot Owners in the Association
rejects the budget. In the event the proposed budget is rejected. the periodic budget last ratified
by the Lot Owners shall be continued until such time as the Lot Owners ratify a subsequent
budget proposed by the Executive Board. The Annual Assessment for each Lot shall be
established based on the annual budget thus adopted; provided. however. that the first Annual
Assessment shall be set by the Declarant prior to the conveyance of the first Lot to an Owner.
The due date for payment shall be established by the Executive Board. The Executive Board
shall have the authority to require the Assessments to be paid in periodic installments. The
Association shall, upon demand, and for a reasonable charge. furnish a certificate signed by an
officer of the Association setting forth whether the Assessments on a specified Lot have been
paid.
SECTION 4. Special Assessments. In addition to the Annual Assessments authorized
above, the Association may levy, in any assessment year.a Special Assessment applicable to the
year only for the following purposes:
(a) To defray, in whole or in part,the cost of any construction,reconstruction.
repair or replacement of a capital improvement upon the Common Elements and any Limited
Common Elements, including fixtures and personal property related thereto, provided that any
such Special Assessment shall have the assent of two-thirds (2/3) of the Members of each class
who are voting in person or by proxy at a meeting duly called for this purpose. Written notice of
any meeting of Owners called for the purpose of approving such Special Assessment shall be
sent to all Members not less than ten (I0)days nor more than sixty(60)days in advance of the
meeting.
(b) Without a vote of the Members, to provide funds to reimburse the
Declarant as provided for in Article III, Section 5.hereof.
SECTION 5. Insurance Assessments. All premiums on insurance policies purchased by
the Board of Directors or its designee and any deductibles payable by the Association upon loss
shall be a Common Expense. and the Association may at any time levy against the Owners
equally an"Insurance Assessment,"in addition to the Annual Assessments.which shall be in an
amount sufficient to pay the cost of all such deductibles and insurance premiums not included as
a component of the Annual Assessment.
SECTION 6. Ad Valorem Tax Assessments. All ad valorem taxes levied against the
Common Elements, if any, shall be a common expense, and the Association may at any time
levy against the Owners equally an "Ad Valorem Tax Assessment," in addition to the Annual
Assessments, which shall be in an amount sufficient to pay ad valorem taxes not included as a
component of the Annual Assessment.
SECTION 7. Working Capital Assessments. At the time title to a Lot is conveyed to an
Owner by Declarant, the Owner shall pay the sum of S200.00 to the Association as working
capital to be usc-d for operating and capital expenses of the Association. Such amounts paid for
10

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Brunswck County, Regiser of Deeds page 1t of 25
working capital are not to be considered as advance payment of the Annual or any other
Assessments.
SECTION S. Rate of Assessment. The Association may differentiate in the amount of
Assessments charged when a reasonable basis for distinction exists,such as between vacant Lots
of record and Lots of record with completed dwellings for which certificates of occupancy have
been issued by the appropriate governmental authority,or when any other substantial difference
as a ground of distinction exists between Lots. However, Assessments must be fixed at a
uniform rate for all Lots similarly situated.
SECTION 9. Commencement of Assessments. Assessments for each Lot shall
commence upon the date of acceptance by an Owner of a deed from Declarant except for the
builder exception set forth in Section 1 above.
SECTION 10. ,Effect of Nonnavment of Assessments and Remedies of the Association.
Any Assessment or installment thereof not paid within thirty(30) days after the due date shall
bear interest from the due date at the highest rate allowable by law. The Association may bring
an action at law against the Owner personally obligated to pay the same, or foreclose the lien
against the Owner's Lot. No Owner may waive or otherwise escape liability for the Assessments
provided for herein by non-use of the Common Elements or abandonment of his Lot All unpaid
installment payments of Assessments shall become immediately due and payable if an Owner
fails to pay any installment within the time permitted. The Association may also establish and
collect late fees for delinquent installments in accordance with North Carolina Law.
SECTION II. Lien for Assessments. The Association may file a lien against a Lot
when.any Assessment levied against said Lot remains unpaid for a period of thirty(30) days or
longer.
(a) The lien shall constitute a lien against the Lot when and after the claim of
lien is filed of record in the Office of the Clerk of Superior Court of the county in which the Lot
is located. The Association may foreclose the claim of lien in like manner as a mortgage on;real
estate under power of sale under Article 2A of Chapter 45 of the General Statutes. Fees,
charges, late charges, fines, interest, and other charges imposed pursuant to Sections 47F-3-102,
47F-3-107,47F-3-107.1 and 47F-3-115 of the Act are enforceable as Assessments.
(b) The lien under this section shall be prior to all liens and encumbrances on
a Lot except:(i) liens and encumbrances(specifically including,but not limited to,a mortgage or
deed of trust on the Lot)recorded before the docketing of the claim of lien in the Office of the
Clerk of Superior Court, and (ii) liens for real estate taxes and other governmental assessments •
and charges against the Lot.
(c) The lien for unpaid assessments is extinguished unless proceedings to
enforce the lien are instituted within three(3)years after the docketing of the claim of lien in the
Office of the Clerk of Superior Court.
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Brunsuiaaunty, N Rags r of Deeds page 12 of 25
(d) Any judgment, decree or order in any action brought under this section
shall include costs and reasonable attorneys'fees for the prevailing party.
(e) Where the holder of a first mortgage or deed of trust of record, or other
purchaser of a Lot obtains title to the Lot as a result of foreclosure of a first mortgage or first
deed of trust, such purchaser and its heirs, successors and assigns shall not be liable for the
Assessments against the Lot which became due prior to the acquisition of title to the Lot by such
purchaser. The unpaid Assessments shall be deemed to be Common Expenses collectible from
all of the Lot Owners including such purchaser,its heirs,successors and assigns.
(f). A claim of lien shall set forth the name and address of the Association,the
name of the record Owner of the Lot at the time the claim of lien is filed, a description of the
Lot,and the amount of the lien claimed.
ARTICLE V
RIGHTS OF DEVELOPER
The Declarant shall have, and there is hereby reserved to the Declarant, the Special
Declarant Rights as herein defined and the following rights, powers and privileges which shall
be in addition to the Special Declarant Rights and any other rights, powers and privileges
reserved to the Declarant herein:
SECTION I. The Architectural Review Committee/Executive Board. All duties and
responsibilities conferred upon the Architectural Review Committee by this Declaration or the
Bylaws of the Association shall be exercised and performed by the Declarant or its designee,so
long as Declarant shall own any Lot within the Property or any Additional Property. The
Declarant is entitled during the Declarant Control Period to appoint and remove the officers and
members of the Executive Board.
SECTION 2. Plan of Planned Community. The right to change,alter or re-designate the
allocated planned, platted or recorded use or designation of any of the lands constituting the
Planned Community including,but not limited to,the right to change,alter or re-designate road,
utility and drainage facilities and easements and to change, alter or re-designate such other
present and proposed amenities,Common Elements,or facilities as may in the sole judgment and
discretion of Declarant be necessary or desirable. The Declarant hereby expressly reserves unto
itself, its successors and assigns,the right to re-plat any one (1)or more Lots shown on the plat
of any subdivision of the Property or Additional Property in order to create one or more modified
Lots;to further subdivide tracts or Lots shown on any such subdivision plat into two(2)or more
Lots;to recombine one(l)or more tracts or Lois or a tract and Lots to create a larger tract or Lot
(any Lot resulting from such recombination shall be treated as one Lot for purposes of
Assessments); to eliminate from this Declaration or any plats of the Planned Community Lots
that arc not otherwise buildable or are needed or desired by Declarant for access or are needed or
desired by Declarant for use as public or private roads or access areas, whether serving the
Planned Community or other property owned by the Declarant or others,or which are needed for
the installation of utilities, Common Elements or amenities: and to take such steps as are
12

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1JJpage 8 of 25
reasonably necessary to make such re-platted Lots or tracts suitable and fit as a building site.
access area,roadway or Common Elements.
SECTION 3. Amendment of Declaration by the Declarant. This Declaration may be
amended without Member approval by the Declarant. or the Board of the Association, as the
case may be,as follows:
(a) In any respect,prior to the sale of the first Lot.
(b) To the extent this Declaration applies to Additional Property.
(c) To correct any obvious error or inconsistency in drafting. typing or
reproduction.
(d) To qualify the Association or the Property and Additional Property,or any
portion thereof,for tax-exempt status.
(e) To incorporate or reflect any platting change as permitted by this article or
otherwise permitted herein.
(f) To conform this Declaration to the requirements of any law or
governmental agency having legal jurisdiction over the Property o:any Additional Property or to
qualify the Property or.any Additional Property or any Lots and improvements thereon for
mortgage or improvement loans made, insured or guaranteed by a governmental agency or to
comply with the requirements of law or regulations of any corporation or agency belonging to,
sponsored by, or under the substantial control of the United States Government or the State of
North Carolina,regarding purchase or sale of such Lots and improvements,or mortgage interests
therein, as well as any other law or regulation relating to the control of property, including,
without [imitation. ecological controls, construction of standards, aesthetics, and matters
affecting the public health, safety and general welfare. A letter from an official of any such
corporation or agency, including, without limitation, the Department of Veterans Affairs, U.S.
Department of Housing and Urban Development, the Federal Home Loan Mortgage
Corporation, Government National Mortgage Corporation or the Federal National Mortgage
Association.requesting or suggesting an amendment necessary to comply with the requirements
of such corporation or agency shall be sufficient evidence of the approval of such corporation or
agency, provided that the changes made substantially conform to such request or suggestion.
Notwithstanding anything else herein to the contrary, only the Declarant. during the Declarant
Control Period,shall be entitled to amend this Declaration pursuant to this section.
SECTION 4. Annexaljgn o(Additional Property. Declarant may annex to and make a
part of the Planned Community any other real property which Declarant now owns or which
Declarant may hereafter acquire or develop (the "Additional Property"). Annexation of
Additional Property to the Planned Community shall require the assent of sixty-seven percent
(67%)of the Class A Members who are voting in person or by proxy at a meeting called for this
purpose; provided, however, Additional Property may be annexed to the Planned Community
without the assent of the Members so long as the Additional Property is developed in accordance
•
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! Z4!d4
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Jji!uiJ!W e 14 of 25
with the same general scheme as the other portions of the Planned Community. Nothing herein
shall require the Developer to annex any lands to the PIanned Community.
ARTICLE VI
USE RESTRICTIONS.ARCHITECTURAL
CONTROL AND NIAINTENANC
SECTION I. Approval of Plans for Building and Site Improvements. No dwelling.
wall,fence or other structure shall be commenced,erected or maintained upon any Lot,nor shall
any exterior addition to or change in or alteration therein (including painting or repainting of
exterior surfaces) be made until the plans and specifications showing the nature, kind, shape.
heights,materials,colors and location of the same shall have been submitted to and approved in
writing as to harmony of external design and location in relation to surrounding structures and
topography by the Architectural Review Committee. If the Architectural Review Committee
fails to approve or disapprove such design and location within thirty (30) days after said plans
and specifications have been submitted to it,approval will not be required and this article will be
deemed to have been fully complied with. Refusal or approval of any such plans. location or
specification may be based upon any ground, including purely aesthetic and environmental
considerations, that in the sole and uncontrolled discretion of the Architectural Review
Committee shall be deemed sufficient. One copy of all plans and related data shall be furnished
to the Architectural Review Committee for its records. The Architectural Review Committee
shall not be responsible for any er:ctral cr other defect in plans and specifications submitted
to it or in any structure erected according to such plans and specifications.
SECTION 2. Minimum Standards for Site Imnr vements.
(a) Each single-story dwelling shall have a minimum of 1,800 square feet of
enclosed, heated dwelling area and each multi-story dwelling shall have a minimum of 2,050
square feet of enclosed, heated dwelling area at least 1.400 square feet of which shall be on the
first floor of the dwelling;provided,however,the Architectural Review Committee may permit a
dwelling to have less than the above-stated footage if the Committee,in its sole discretion, finds
that the variance will not adversely impact property values within the Planned Community. The
term"enclosed,heated dwelling area"shall mean the total enclosed area within a dwelling which
is heated by a common heating system; provided, however. that such term does not include
garages,terraces,decks,open porches and like areas.
(b) Since the establishment of inflexible building setback lines for location of
houses on Lots tends to force construction of houses directly to the side of other homes with
detrimental effects on privacy, view, preservation of important trees and other vegetation,
ecological and related considerations, no specific setback lines are established by this
Declaration. In order to assure, however,that the foregoing considerations are given maximum
effect. the site and location of any house or dwelling or other structure upon any Lot shall be
controlled by and must be approved absolutely by the Architectural Review Committee;
provided,however,that no structure shall be constructed closer to a Lot line than is permitted by
applicable governmental regulations.
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11111 IIIIIItjI IIIIlIIIIIIIIIIIIIIIII L 45 TittC:21291r:006
Brunsmic Linty, NC Register of Deeds page 1ti of 25
(c) No clearing, maintenance or disturbance of the natural condition of a Lot
may be undertaken until Owner or builder has received approval for such action from the
Architectural Review Committee.
(d) The exterior of all dwellings and other structures must be completed
within twelve(12) months after the construction of same shall have commenced, except where
such completion is impossible or would result in great hardship to the Owner or builder, due to
strikes. hires, national emergency. natural calamities, or the complexity of design and
Construction.
(e) All service utilities, fuel tanks and wood piles arc to be enclosed within a
wall or plant screen of a type and size approved by the Architectural Review Committee,so as to
preclude the same from causing an unsightly view from any highway, street or way within the
subdivision, or from any other residence within the subdivision. All mail and newspaper boxes
shall be uniform in design. Design for mail and newspaper boxes shall be furnished by the
Architectural Review Committee. Fences shall be permitted on any Lot:provided,however.that
the design,placement and materials of any fence must be approved by the Architectural Review
Committee prior to commencement of construction of same. Clothes lines are not permitted on
any Lot.
(f) Off-street parking for not less than two(2)passenger automobiles must be
provided on each Lot prior to the occupancy of any dwelling constructed on said Lot which
parking areas and the driveways thereto shall be constructed of concrete. brick, asphalt, turf
stone or any other material approved by the Architectural Review Committee.
(g) All light bulbs or other lights installed in any fixture located on the
exterior of any building or any Lot for the purpose of illumination shall be clear, white or non-
frost lights or bulbs.
(h) Ali roofing products shall be natural wood shakes,asphalt shingles(30
year or better),slate or standing seam metal.
(i) Exterior siding materials shall be brick,natural wood.Hardiplank and/or
vinyl.
SECTION 3. Use Restrictions.
(a) Land Use and Building Type. No Lot shall be used for any purpose
except for residential purposes,subject,however,to the rights of the Declarant contained herein.
All numbered Lots are restricted for construction of one single-family dwelling,plus a detached
garage, if there is not one attached to the residence,and such other accessory buildings as may be
approved by the Architectural Review Committee.
(b) Nuisances. No noxious or offensive activity shall be carried on upon any
Lot, nor shall anything be done thereon which may be or may become an annoyance or nuisance
to the neighborhood. There shall not he maintained any plants or animals,nor device or thing of
15

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Brunswick County, NC Register of Deeds page 16 of 25
any sort whose normal activities or existence are in any way noxious. dangerous, unsightly,
unpleasant or other nature as may diminish or destroy the enjoyment of other Lots by the Owners
thereof. It shall be the responsibility of each Owner to prevent the development of any unclean,
unsightly or unkempt condition of buildings or grounds on the Owner's Lot which would tend to
decrease the beauty or the neighborhood as a whole or the specific area.
(c) Temporary Structures. No structure of a temporary character shall be
created or allowed to remain on any Lot,and no trailer, basement, tent, shack,garage barn or
other outbuilding shall be used on any Lot any time as a residence either temporarily or
permanently.
(d) Vehicles/Boats. No boat,motor boat(including"wave runners"and other
personal watercraft). camper, trailer, motor or mobile homes. tractor/trailer, or similar type
vehicle shall be permitted to remain on any Lot or on any street at any time,without the written
consent of the Association. No inoperable vehicle or vehicle without current registration and
insurance will be permitted on any Lot, street or Common Element. The Association shall have
the right to have all such vehicles towed away at the owner's expense. No repairs to any vehicle
may be made on streets or in driveways, but only in garages or other areas and not visible from
the street.
(e) Animals. No animals, livestock or poultry of any kind shall be kept or
meintaLne4 on any Lot or in any dwelling except that cats,dogs or other household pets may be
kept or maintained provided that they are not kept or maintained for commercial purposes and
provided further that they are not allowed to run free,bark excessively,and arc at all times kept
properly leashed or under the control of their owner,and do not become a nuisance.
(t) Statuary. TV Satellite Dishes and Outside Antennas: Flags. No yard
statuary or TV satellite signal receiving dishes arc permitted on any Lot and no outside radio or
television antennas shall be erected on any Lot or dwelling unit unless and until permission for
the same has been granted by the Architectural Review Committee, provided, however, that
satellite dishes not over 18"in diameter which cannot he seen from the street and are integrated
within a dwelling on the Lot and the surrounding landscape are permitted. With regard to the
regulation of flags, no outdoor flag may be placed on any Lot or dwelling unit unless and until
permission for the same has been granted by the Architectural Review Committee.
Notwithstanding any other provision herein, the United States Flag and/or the North Carolina
flag having the maximum dimensions of four feet by six feet (4' x 6')may be displayed on an
Owner's own Lot. Any flags will be displayed in accordance with traditional rules and patriotic
customs set forth in 4 U.S.C. §§5-10. as amended, governing the display and use of the flag of
the United States.
(g) Construction in Common Elements. No Person (with the exception of
Declarant in connection with the exercise of its Special Declarant Rights)shall undertake,cause.
or allow any alteration or construction in or upon any portion of the Common Elements except at
the direction or with the express written consent of the Association.
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1I111l1111 I,Iif I I ii41Ilil tIIlt i I I Robert J. Robinson
arunsuaok County, NC Register of Deeds page 17 of 25
(h) Signs. No signs (including "for sale" or "for rent" signs) shall be
permitted on any Lot in the Common Elements without permission of the Executive Board:
provided, however, the Declarant may, so long as Declarant owns any Lot, maintain for sale
signs on Declarant's Lots and maintain signs on the Common Elements advertising the Planned
Community. With regard to the regulation of political signs, the Association, pursuant to the
provisions of the Act, may (i) prohibit the display of political signs on a Lot earlier than forty-
five(45)days before the day of an election and later than seven(7)days after an election day,
and/or(ii)regulate the size and number of political signs that may be placed on a Lot(but only
to the extent the Association's regulation is no more restrictive than any applicable city, town or
county ordinance that regulates the size and number of political signs on residential property). If
the local government in which the applicable property is located does not regulate the size and
number of political signs on residential property, the Association shall permit at least one (1)
political sign with the maximum dimensions of 24 inches by 24 inches(24"x 24")on a Lot. For
the purposes of this paragraph, a "political sign" means a sign that attempts to influence the
outcome of an election,including supporting or opposing an issue on the election ballet.
(i) Subject to any rights reserved to the Declarant herein, no Lot shall be
subdivided, or its boundary lines changed except with the prior written consent of the Declarant
during the Declarant Control Period and thereafter by the Board of Directors.
SECTION 4. Maintenance. Each Lot Owner shall obtain prior approval of the
Architectural Review Committee of the proposed species of grass sod to be used on the Owner's
Lot. The Owner shall sod all portions of the Lot other than areas upon which the dwelling,
outbuildings, driveway, sidewalks, wetland areas as shown on the Plat and approved landscaped
beds at the sole expense of the Owner. Each Lot Owner shall keep his Lot free from weeds,
underbrush or refuse piles, or unsightly growth or objects. All structures shall be kept neat and
in good condition and repair. All shrubs, trees,grass and plantings shall be kept neatly trimmed
and properly cultivated.
ARTICLE VII
S T ORMW A.TER PER`►►"fIT/FACITIT'ES
SECTION 1. Stormwater Permit. The Association and each of its Members agree that
at any time after(i) all work required under the Stormwater Permit has been completed (other
than operation and maintenance activities), and(ii) the Declarant is not prohibited under DENR
regulations from transferring the Stormwater Permit for the Planned Community to the
Association, the Association's officers without any vote or approval of Lot Owners. and within
ten(10) days after being requested to do so, will sign all documents required by DENR for the
Stormwater Permit to be transferred to the Association, provided, however,that at the time the
Developer requests that the Association accept transfer of the Stormwater Permit. the Developer
has delivered to the Association a certificate from an engineer licensed in the State of North
Carolina, dated no more than forty-five (45) days before the date of the request, that all
stormwater retention ponds, swales and related facilities are constructed in accordance with the
plans and specifications therefore. If the Association fails to sign the documents required by this
paragraph,the Developer shall be entitled to specific performance in the courts of North Carolina
requiring that the appropriate Association officers sign all documents necessary for the
17

uhf III 11III 8 5 PiV3 •
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Brunswick ty, NC Register of Deeds page 15 of 25
Stormwater Permit to be transferred to the Association. Failure of the officers to sign as
provided herein shall not relieve the Association of its obligations to operate and maintain the
stormwater facilities covered by the Stormwater Permit.
SECTION 2. Stormwater Facilities Operation and Maintenance. Any stormwater
infiltration basins and related facilities for the Planned Community which have or are to be
constructed by or on behalf of Declarant constitute Common Elements and,subject only to the
• provisions of Section 3 of this Article VII, the Association, at its sole cost and expense, is
responsible for the operation and maintenance of such facilities. Except as provided in Section 3
of this Article VII, the Association shall indemnify and hold harmless the Declarant from any
obligations and costs under the Stormwater Permit for operation and maintenance of the
stormwater retention ponds and related facilities.
SECTION 3. Damage to Stormwater Facilities. The Declarant shall,at its sole cost and
expense, be responsible for repairing any damage to stormwater facilities caused by Declarant's
development activities. The Declarant shall not be responsible for damages to stormwater
retention ponds and related facilities caused by any other cause whatsoever, including, but not
limited to, construction of residences or other activities by Owners, their agents and contractors
upon their Lots, acts of God, and the negligence of others. Lot Owners shall be responsible for
damages to such stormwater facilities caused by construction of buildings or other activities
upon the Owner's Lot. Each Owner shall, within thirty (30) days after receipt of notice of
damage to stormwater facilities,repair the damage at the Ounner's sole cost and expense to return
them to the state required by the stormwater plans and specifications for the Planned
Community. If the Lot Owner fails to do so within said thirty(30)day period, the Association
shall perform the work and the cost of the work shall be added to the Annual Assessment due
from the Lot Owner.
•
SECTION 4. Enforcement of Stormwater Management Regulations. The following
covenants are intended to ensure ongoing compliance with the Stormwater Permit. The State of
North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the Stormwater Permit. These covenants are to run with the land and be
binding on all persons and parties claiming under them. The covenants pertaining to stormwater
may not be altered or rescinded without the express written consent of the DWQ. Alteration of
the drainage as shown on the approved plan may not take place without the concurrence of the
DWQ.
The maximum allowable built-upaa afea per Lot is 4,500 square feet.. This allotted
amount includes any build-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. The build-
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. All runoff from the built-upon areas on the Lot must drain into the
permitted system. This may be accomplished through providing roof drain gutters which drain
to the street,grading the Lot to drain toward the street,or grading perimeter swales to collect lot
runoff and directing them into the stormwater system or into the street. Lots that will naturally
drain into the system are not required to provide these additional measures. The provisions of
18

ILIIIIII IIIIIIIIIIIIIIIII IIIIIIIfIlI $?? � ,°$613
9�
runswiek County, N Register of Deeds page 19 of 25
the Stormwater Permit are incorporated herein by reference and each Owner is required to
refrain from taking any action which would be in violation of the Stormwater Permit.
ARTICLE VIII
JOTS SUBJECT TO DECLARATION/ENFORCEMENT
SECTION 1. Lots Subject to Declaration. The covenants and restrictions contained in
this Declaration are for the purpose of protecting the value and desirability of the Planned
• Community and the Lots. All present and future Owners, tenants and occupants of Lots, and
their guests or invitees, shall be subject to and shall comply with the provisions of the
Declaration,as the Declaration may be amended from time to time. The acceptance of a deed of
conveyance or the entering into of a lease or the entering into occupancy of any Lot shall
constitute an agreement that the provisions of the Declaration are accepted and ratified by such
Owner,tenant or occupant. The covenants and restrictions of this Declaration shall run with and
bind the land and shall bind any person having at any time any interest or estate in any Lot,their
heirs,successors and assigns,as though such provisions were made a part of each and every deed
of conveyance or lease, for a term of twenty (20) years from the date this Declaration is
recorded,after which time they shall be automatically extended for successive periods of ten(10)
years,unless altered or amended as set forth in Section 5 of Article IX hereof.
SECTION TION 2 C r d n .r 'I. cnauts and restrictions of this
V L:rA"I'I{,/2\ l.. j,N1iVr MSAl.L�.L 41.4 !\�rt.1,.1,�i].e. LLLb Wt
Declaration shall inure to the benefit of and be enforceable (by proceedings at law or in equity)
by the Association, or the Owner of any Lot, their respective legal representatives, heirs,
successors and assigns. The Executive Board shall be entitled to enforce its Articles of
Incorporation, Bylaws and Rules and Regulations. In addition to the remedies otherwise
provided for herein concerning the collection of Assessments, the following remedies shall be
available:
(a) Association to Remedy Violation,. In the event an Owner (or other
occupant of a Lot) is in violation of or fails to perform any maintenance or other activities
required by this Declaration, the Association's Bylaws, Charter or Rules and Regulations. the
Executive Board,after thirty(30)days' notice,may enter upon the Lot and remedy the violation
or perform the required maintenance or other activities,all at the expense of the Owner,and such
entry shall not be deemed a trespass. The full amount of the cost of remedying the violation or
performing such maintenance or other activities shall be chargeable to the Lot, including
collection costs and reasonable attorneys' fees. Such amounts shall be due and payable within
thirty(30)days after Owner is billed.. If not paid within said thirty(30)day period,the amount
thereof may immediately be added to and become a part of the Annual Assessment levied
against said Owner's Lot. In the event that any maintenance activities are necessitated to any
Common or Limited Common Elements by the willful act or active or passive negligence of any
Owner, his family. guests, invitees or tenants, and the cost of such maintenance,repair or other
activity is not fully covered by insurance, then, at the sole discretion of the Board of Directors,
the cost of the same shall be the personal obligation of the Owner and if not paid to the
Association upon demand, may immediately be added to and become a part of the Annual
Assessment Levied against said Owner's Lot.
19

•
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22008
111111111111I1101111111111 25
(b) Fines. The Association may, in accordance with the procedures set forth
in the Act and Bylaws, establish a schedule of and collect fines for the violation of this
Declaration or of the Association's Articles of Incorporation. Bylaws or Rules and Regulations.
If an.Owner does not pay the fine when due,the fine shall immediately become a part of and be
added to the Annual Assessment against the Owner's Lot and may be enforced by the
Association as all other Assessments provided for herein.
(c) $pspension of Services and Privileges. The Association may, in
accordance with the procedures set forth in the Act,suspend all services and privileges provided
by the Association to an Owner(other than rights of access to Lots)for any period during which
any Assessments against the Owner's lot remain unpaid for at least thirty (30) days or for any
period that the Owner or the Owner's Lot is otherwise in violation of this Declaration or the
Association's Charter,Bylaws or Rules and Regulations.
SECTION 3. Miscellaneous. Failure by the Association or by an Owner to enforce any •
covenant or restriction herein contained shall in no event be deemed a waiver of the right to do •
so thereafter. The remedies provided herein are cumulative and are in addition to any other
remedies provided by law.
ARTICLE IX
RESTRICTIONS ON JURISDICTION", WETLANDS
Maintaining Wetla pds. The areas shown as wetlands on that plat prepared by Cape Fear
Engineering, Inc. dated February 15, 2008 entitled "Hawkeswater at the River Phase 1-A"
recorded in Map Book 48 at Page 27 of the Brunswick County Register of Deeds shall be
maintained in perpetuity in their natural condition.No person or entity shall fill,grade,excavate,
or perform any other land disturbing activities; nor cut, mow, burn, remove or harm any
vegetation; nor construct any structures, nor allow animal grazing or watering or any other
agricultural use on such wetlands. This covenant is intended to ensure continued compliance
with the authorization issued by the United States of America, U.S. Army Corps of Engineers,
Wilmington District, and therefore may be enforced by the United States of America. This
covenant is to run with the land, and shall be binding on the Declarant and all parties claiming
under it.
ARTICLE X
GENERAL PROVISIONS
SECTION 1. Rights of]nstitvtjgnal Note Ijolders. Any institutional holder of a first
lien on a Lot will, upon request, be entitled to (a) inspect the books and records of the
Association during normal business hours, (b)receive an annual audited financial statement of
the Association within ninety (90)days following the end of its fiscal year, (c)receive written
notice of all meetings of the Association and right to designate a representative to attend all such
meetings, (d) receive written notice of any condemnation or casualty loss that affects either a
material portion of the Planned Community or the property securing its loan,(e)receive written
notice of any sixty(00)day delinquency in the payment of Assessments or charges owed by any
20

11111111 111 111 1111111111T 111111 Rob ��eg� anrunsa ek nty, Cglster of Deeds page 21 of 25
Owner of any property which is security for the loan, (f) receive written notice of a lapse,
cancellation, or material modification of any insurance policy or fidelity bond maintained by the
Association, (g) receive written notice of any proposed action that requires the consent of a
specified percentage of mortgage holders, and (h) be furnished with a copy of any master
insurance policy.
SECTION 2. Utility Service. Declarant reserves the right to subject the Property to
contracts for the installation of utilities, cable TV and street lighting, which may require an
initial payment and/or a continuing monthly payment by the Owner of each Lot. Each Lot
Owner will be required to pay for any water connections, sewer connections, street lighting,
impact fees or any other charges imposed by any entity furnishing water,sewer,street lighting or
other utility service to the Lots and Common Elements. In the alternative,the Developer may
collect such connection, impact and other fees, and charges directly from the Lot Owners. All
Lot Owners shall be required, for household purposes, to use water and sewer supplied by the
companies/governmental units servicing the Planned Community. Separate water systems for
outside irrigation and other outdoor uses shall not be permitted without the consent of the
Architectural Review Committee.
SECTION 3. Seyerability. Invalidation of any one of these covenants or restrictions by
judgment or court order shall in no way affect any other provisions which shall remain in full
force and effect.
SECTION 4. Amendment of Declaration. Except in cases of amendments that may be
executed by the Declarant under this Declaration or by certain Lot Owners under the Act, this
Declaration may be amended by affirmative vote or written agreement signed by Owners of Lots
to which at least sixty-seven percent(67%) of the votes in the Association are allocated, or by
the Declarant if necessary for the exercise of any Special Declarant Right or development or
other right reserved to the Declarant herein.
SECTION 5. FHA/VA Approval. So long as there is Class B membership,annexation
of Additional Properties, dedication of Common Elements and/or amendments to this
Declaration must be approved by the Federal Housing Administration and/or the Department of
Veterans Affairs. as the case may be, if either of those agencies has approved the making,
insuring or guaranteeing of mortgage loans within the Planned Community.
SECTION 6. North Caroling Planned Community Act. It is the intent of the Declarant
to comply with the requirements imposed on the Planned Community by the Act and to the
extent any of the terms of this Declaration violate the Act,the terms of the Act shall control.
SECTION 7. Joinder. Cooperative Bank joins in the execution of this Declaration for
the purpose of consenting to the terms and conditions contained herein, and for the additional
purpose of subordinating, except as herein set forth, the Deed of Trust recorded in Book 2606,
Page 37, and the Assignment of Leases and Rents recorded in Book 2606, Page 49, Deed of •
Trust recorded in Book 2606, Page 72. and the Assignment of Leases and Rents recorded in
Book 2606, Page 92, Deed of Trust recorded in Book 2606, Page 106, and the Assignment of
Leases and Rents recorded in Book 2606,Page 121, Deed of Trust recorded in Book 2605,Page
21

. 22-2009
A145 'pg.S7.4041 h
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1340, and the Assignment of Leases and Rents recorded in Book 2605. Page 1361, all in the
Brunswick County Registry, as the same may have been modified from time to time, to the
provisions of this Declaration and by affixing its duly authorized signature hereto,
does hereby specifically subordinate, except as herein set forth, said Deed of Trust recorded in
Book 2606, Page 37, and Assignment of Leases and Rents recorded in Book 2606, Page 49,
Deed of Trust recorded in Book 2606, Page 72, and the Assignment of Leases and Rents
recorded in Book 2606, Page 92, Deed of Trust recorded in Book 2606, Page 106, and the
Assignment of Leases and Rents recorded in Book 2606, Page 121, Deed of Trust recorded in
Book 2605, Page 1340, and the Assignment of Leases and Rents recorded in Book 2605, Page
1361 to the terms of this Declaration. Except for said subordination,the liens of said Deeds of
Trust shall remain in full force and effect until released by Cooperative Bank by instrument duly
recorded in the Brunswick County Registry.
IN TESTIMONY WHEREOF,Declarant has caused this Declaration to be signed in its
corporate name by its president pursuant to authority of Declarant's Board of Directors as of the
day and year first above written.
HAWKS ATER PMENT .
By . V
' SWATER II DEVELOPMENT,INC.
By: dIP C.• _ •
. ; tiolk al' III D EA' INC.
. ..*IT41 .111..
B
RIVERSIDE LAND HOLD i GS,LLC
By:
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12:59,37 COO
Brunesia County, Register of Dead obinson
pegs ZS of 25
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
i, er116+0.i y. ub bi5 , a Notary Public of the County and State
aforesaid, certify at (. . char eh personally appeared before me this day and
•
acknowledged that he is 1i ee President of Cooperative Bank, a North Carolina
banking corporation, and that he. as Vice, President, being authorized to do so,
executed the foregoing on behalf of the corporation.
•
• Witness my hand and official stamp or seal,this the '*day of re.lorti.avy,2008.
My commission expires: (a, 7� I I _ I A 1).546La.
None tary Public
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LETTER OF TRANSMITTAL
To: NCDENR-Stormwater Date 8/16/18
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater on the River
Attn: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑ Originals ❑Prints ❑Shop Drawings El Calculations
The following items: ❑ Correspondence ❑ Plans ❑ Specifications El Other as listed below
Quantity Date Dwg.No. Description
1 PHASE 3A SEC 2B PLANS
1 Lot Tables—1B-1C&Phase 3A Section 2c(Ponds 4&6)
1 O&M for Pond 5
1 Signed Supplement Pond 5
ssue Status: ®For Approval ❑As Requested ❑Construction ❑Bid
El For Your Use ❑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 ❑ Approved as Submitted El Other
IRemarks4
Enclosed is the updated items,still putting together the plan of action. On the deed restrictions,let me know
If such suffices or need new signed forms,these are just updates to the ones provided in th st. Thanks
Cc: Signed:
Tim linkscales,PE,PLS

Johnson, Kelly o 42 (l\ 1A) 6 I w LITE
From: Johnson, Kelly
Sent: Thursday, August 9, 2018 2:36 PM
To: 'Michael C Loiacono';Tim Clinkscales;Anthony E Mills
Cc: Ian E Flannery; Stew Daniel Gunn
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. Pha_se3/Pond 5:
i. This pond will be modified to move it from outside Keekle Loop to inside Keckic Loop. it is
intended to be reviewed under the 2008 rule.
ii. Please submit:
1. Sealed supplement cover
2: 2nd set of Phase 3/Ponci 5 plans
3. O&M for Phase 3/Poi id 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 Ph1,/Pond 3)will 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).
l ownhomes/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, Phi/Pond 6, nd 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
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Q6 QP" C°
Permit
DATE TBD .
At hment B -SW8 130412 - Pond Design Data
DATE TBD
Phase 1 Phase 24 Phase 3
Pond 1 Pond 2 Pond 32 Pond 1 Pond 23 Pond 3 Pond 4 Pond 5 Pond 6 Pond 7
10/12/17 10/12/17 10/12/17 DATE TBD How is this 10/12/17 10/12/17 DATE TBD 10/12/17 10/12/17 DATE TBD 10/12/17 DATE TBD 10/12/17 DATE TBD 10/12/17
Sub-Phase Need Need - 1B/1C Phase Need - Need Need - 3A-Section - 3A-3(3A - Need Need
Treated? Is 2B Setion 2B)
Number of Lots 351 it included Need - Need Need - Need - Need - Need Need
Need Need - 80 somewhere Need - 23 Need - 31 - 36 - 29 Need
else? 3273-3283,
Lot Numbers Need Need - 1-80 Need - 3208-323 Need - 3303-3317, - 3231-3272 - 3284-3301, Need
3256-3260 3328-3332 3227-3318
Deed Restrictions Book/Page Book/Page Book/Page Book/Page Book/Page Book/Page• Book/Page Book/Page Book/Page Book/Page Book/Page
Needed Needed Needed Needed Needed Needed Needed Needed Needed Needed Needed
a. Drainage Area,acres: 23.62 14.65 28.17 27.56 5.32 25.12 25.12 0.97 6.65 6.90 9.08 8.20 6.20 6.10 4.43
Onsite,ft2 1,028,887 638,154 1,227,085 ' 1,200,514 231,739 1,001,128 1,001,128 42,253 289,674 • .3097564 395,525 357,192 270,072 265,716 172,062
Offsite,ft2 0 0 0 . 0' 0 0 0 0 0 0 0 0 0 0 20,909
b. Total Impervious Surfaces,ft2 368,082 226,512 508,781 426,391 106,286 656,516 462,172 23,958 148,155 165,092 207,346 222,210 152,462 151,589 87,120
Buildings 269,636 166,399 400,316 320,000 53,143 103,500 239,500 10,454 112,000, I 124,000 97,139 162,000 112,000 116,000 61,855
Roads/Parking 98,446 60,113 108,465 101,600 53,143 39,621 80,150 13,504 30,056 34,993 110,207 50,500 33,541 28,66€ 25,265
Sidewalk 0 0 0 4,791 : 0 3,547 10,020 • 0 6,099 6,09E 0 9,710 6,921 6,921 0
How is this
Future 0 0 01 0• Phase 0 509,848 132,502 ; 0 0 a 0 0 0 D 0
c. Design Storm,inches 1.0 1.0 1.0;' 1.5 Treated? Is 1.0 1.0 1.0 1.0 1.5 ! 1.5 1.0 1.5 1.5 1.5 1.0
d. Pond Depth',feet 6.0 4.0 7.0' 6.6 it included 7.0 7.0 7.0' 4.0 0.0,P 3.0 7.0 4.6 0.0 3.6 5.0
e. TSS removal efficiency,% 90 90 90 90 somewhere 90 90 90 1 90 0 9C 90 90 0 9C 90
f. Permanent Pool Elev.,FMSL 14.0 17.0 14.0 . 16.0;i. 12.0 13.0 12.0 10.0 8.0 8.0 13.0 ' 13.0 6.0 6.0 6.0
g. Perm. Pool Surface Area,ft2 23,813 21,561 21,893 • 18,836 ' 8,379 26,592 25,861 . 4,026 23,440,1 23,440 10,285 19,407 15,254 15,254 7,486
h. Storage Volume(Permitted/Provided),ft3 35,473 20,371 45,164• 95,455 9,662 60,104 93,143 4,379 28,418 66,129+1 22,944 69,844 24,645 47,71E 8,437
Storage Volume(Required),ft3 - - - - - - - - - ,
-
i. Temporary Storage Elev.,FMSL 15.4 17.9 15.9 18.6 13.1 15.0 14.0 • 10.5 9.21 8.9 14.6 14.3'3 7.5 7.2 6.9
j. Controlling Orifice,"0 pipe 3.0 2.0 3.0 3.5. , 1.5 3.0 3.0 1.0 2.5 2.5 1.5 2.51 2.0 2.0 1.5
k. Permitted Forebay Volume,ft3 11,283 5,026 10,573 20,639 • 2,178 16,574 . 18.797 651 10799.5 12,839 5,118 15,38o 7,833 8.918 2,625
.
I. Receiving Stream/River Basin Brunswick River/Cape Fear
m.Stream Index Number 18-77
n. Classification of Water Body SC
o. Max.fountain horsepower 1/3 1/6 1/3 TBD TBD 1/8 1/3 TBD 1/8 1/4 TBD 1/8 TBD 1/8 TBD! 1/8
C 'Average depth was used for Phase 3 Ponds 4 and 6. They were redesigned per the 2017 Rules. C 1�� S �n)� '•-i lb a ' Ui: 7{
oct Phase 1 Pond 3 was modified on DATE(2018) �`//
41s there a Phase 2? Is there a pond proposed for it? There is a certificaiton for"Phase 2"from 1/23/18,but I do not know what pond that is for?
5The certification says"Phase 3A Section 2B(Phase 3 Pond 5)", but elsewhere in the package it appears that this pond is for Section"3A-3"?

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0.

Kelly I want to come by tomorrow and review things especially the plans. One thing that is confusing to me is the Phase
2 question. We have submitted a few times the plans for the townhomes including the pond that is drains to. Also have
certified that pond since built out on the townhomes.
I believe the only items that may be outstanding are some deed restrictions,that if not provided have been recorded by
Horton and ponds to be certified that were built before Horton purchased the neighborhood. On the later,we have
surveyed such,just need to get a plan of action to remove sediment from the ponds before final certification.
I know this has been a long process, and hopefully looking at the latest plans will allow me to see what plans I need to
provide to make your set complete
•
Thanks
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:Wednesday,April 25,2018 2:23 PM
To:Tim Clinkscales<[e-mail]>
Cc:[e-mail]; [e-mail]
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Please see the attached request for additional information. As you may already know,we no longer send hard copies of
these letters,and so this will be the only copy you receive.
Thanks, (1 a�
Kelly e0
R\%.1
From:Johnson, Kelly \L`Cn
Sent:Tuesday,January 30,2018 1:38 PM
To:Tim Clinkscales<[e-mail]> L(51R
Cc:Scott, Georgette<[e-mail]>;[e-mail]; [e-mail]
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Thanks. Jo dropped off the package from 1/29. I have not gone through it, but just submit all of the items in by
Friday and I will go through everything when it comes up for review.
But, i do need to figure out the issue with 489 Esthwaite so I can get back to the resident. Here is the google image v/s
the 8/15/17 Sheet C-4.0A. It looks like the pond is built inside the loop of Keekle Lane but permitted outside the loop,
Esthwaite is longer, and the lots will have to be reconfigured. Will there be plans to make the plans match the ground
4

can Friday? Also, if 3272 is the "new" lot that the resident is looking for please make sure to show it in its entirety on
Friday's plans. In the meantime, I will send him the 3rd photo below.
Thanks,
Kelly
trile
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Let
From:Tim Clinkscales fmailto:[e-mail]]
Sent:Tuesday,January 30,2018 1:01 PM
To:Johnson, Kelly<kellv.p.iohnsonPncdenr.gov>
Cc:Scott,Georgette<[e-mail]>;[e-mail]; [e-mail]
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
CAUTION: External email Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
report spa i !tom -__.
To make sure you received the signed applications, here is what was submitted yesterday. We are modifying Phase 1
Pond 3 (Drainage Area 3 on new SWU form), Phase 3 Pond 4(Drainage Area 1 on new SWU form),and Phase 3 Pond 6
(Drainage 2 on new SWU form).
I know this project has been a lot of revisions, but for the items below,for now we are modifying the ponds shown
above and have submitted all these design documents and forms. We submitted Phase 1 Pond 3 on 1/23, Phase 3 Pond
4&Phase 3 Pond 6 on 5/15 with revisions on 8/15. These drawings depict the lots for the owner of 489 Esthwaite, we
have the proposed lots shown. On Sheet C-4.0A,we show Lot 3272 that is beside 489 Estwaite. Deed Restrictions,all
lots besides the ones we provided in the updated deed restrictions for the modifications above have 4500 sf/lot.
See below, but a lot of these items are addressed in the last 2 submittals. For phase 2 as stated below,showing
impervious for the Phase 2 townhomes less than future impervious in permit. These will be plan sheets for this section
I hope makes sense, but may be easier to meet to make sure all the items I am conveying makes sense to all and any
other info you may need
I believe this is good for the 2/3 date,we just need to record the 4000 sf/lot sections and provide the recorded deed for
such
Thanks for the patience and just let me know
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
6

(1)klieNeD<-3
HAWKSWATER AT THE RIVER
PHASE 3A SECTION 3
BRUNSWICK, NC
STORMWATER NARRATIVE
Prepared for:
DR HORTON, INC
4073 Belle Terre Blvd.
Myrtle Beach, SC 29579
Prepared by:
P419JTT [ E
N Ci. INC
5911 Oleander Drive,Suite 201
Wilmington,NC 28403
NC License#:C-2846
Project#12293.PE u ... fa
:13
November 2015
BY:

r T
HAWKSWATER AT THE RIVER
BRUNSWICK,NORTH CAROLINA
Project#12293.PE
Table of Contents
Design Narrative
Proposed Improvements
Design Method
Calculation Summary
Calculations
Page i

DESIGN NARRATIVE
DR Horton, Inc. proposes to develop Hawkeswater at the River — Phase 3a Section 3 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 0.81 miles south of
the intersection of Highway 17 and Highway 133.
Phase 3a Section 3 consists of 46 residential lots. 36 of these lots are within the 8.9 acre drainage area of
Pond shown,which is sized for 9.08 acres in permit SW8130412(Pond#5,Phase 3). The remaining 10 lots
are accounted for and within the 25.12 acres in permit SW8 130412 (Pond #2, Phase 3). Pond #2 was
previously permitted. This report related to Pond #5 only. The pond was sized using the same criteria
shown in the approved permit.
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 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 pond via a piped underground storm system.
The pond will discharge to the existing wetland areas onsite. The pond has been sized to meet the
pre/post requirements of Brunswick County.The pond has also 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.
Page 1

Storm conveyance calculations have been performed utilizing the Rational Method within
Carlson Hydrology 2015 which employs the FHWA Method for HGL computations.
CALCULATION SUMMARY
The proposed development meets both the State's Stormwater Quality and the County's
Stormwater Quality Requirements. Please refer to the table below for Pre-Development vs.Post
Development runoff results.
Storm Pre-Dev I Post Dev Post Dev BMP Max
(w/o BMP) (w/ BMP) WSEL
1-Year 0.12 14.75 0.23* 14.97
10-Year 7.64 44.35 5.56 16.47
*In order to meet both the state and county stormwater design requirements, and maintain a safe and
practical design, we have proposed the smallest feasible low flow orifice at the outlet control structure.
This results in a slight flow increase in the 1 year post condition,however we have met and exceeded the
flow requirements for the 10 year condition.
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 2

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
5. 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. 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 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 he 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. P2O5—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 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

Hawkswater Phase 3A-3-Pond#5
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 8.200 ACRE Value from CAD
Impervious Drainage Area 4.790 ACRE Value from CAD
Impervious Cover 58.41% Impervious Cover-(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface 13.0 FT Value selected by designer
Depth of Permanent Pool 6.0 FT Value selected by designer
Elevation of Wet Detention Pond Bottom 7.0 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation)-(Depth of Permanent Pool)
Approximate Pond Length 200 FT Value from CAD
Approximate Pond Width 130 FT Value from CAD
ILength:Width Ratio 1.5:1 Ratio=(Length)/(Width):1
Required SA/DA Ratio for 90%TSS Removal 4.66 Value from chart. Reference:"90%TSS Removal
(Required Permanent Pool Surface Area 16,645 SF Required Surface Area=(Required SA/DA
Ratio)*(Total Drainage Area)
(Provided Permanent Pool Surface Area 19,407 SF Interpolated value from stage storage calculations
Step 2: Determine the 1.5-inch runoff elevation within the wet detention pond.
Runoff Coefficient,Rv 0.576 IN/IN Rv=0.05+0.009*(%Impervious)
Required 1.5"Runoff Volume(Volume of 25,706ry• CF 1.5"Runoff Volume=1.5 inch*Rv*1 foot/12
Temporary Pool) inch*(Total Drainage Area)
Volume Below Permanent Pool 69,844 CF Value from stage-storage calculations(cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled 95,550 CF Total Volume to be Controlled=(Volume Below
Permanent Pool)+(1.5"Runoff Volume)
Storage Elevation at Required Volume 14.25 FT Value is interpolation based upon stage-storage
values. See stage-storage calculations
t �1\�'i��

Step 3: Calculate the required forebay volume(18-22%of total pond volume)and compare to the forebay volume provided.
Total Pond Volume 69,844 CF Value from stage-storage calculations
Required Total Forebay Volume 12,572 CF Forebay Volume=(Total Pond Volume)*18%
'Provided Total Forebay Volume 15,385 CF Value from stage-storage calculations
Provided Forebay Volume:Total Pond Volume 22.0% (Provided Forebay Volume)/(rota!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 2.50 IN Value chosen by designer
Elevation of Outlet Structure 15.00 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 Orifrce)=((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
h Low-flow Orifice 0.13 CFS Q=Cd*(Pi)((Diameter of Orifice)*(1 fbf 2
Q,Flowrate Through in))^2/4*(2*32.2*(Averge Head))^1/2
Drawdown Time for 1.5-inch Runoff 3.64 DAYS (Drawdown Time)=(Provided Runoff Volume)/Q*(1
day/86400 seconds)

Hawkeswater Phase 3 Pond 5
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)
13.0 19,407 0 0 *Permanent Pool
14.0 21,045 20,226 20,226
15.0 22,739 21,892 42,118 4)\ j�
16.0 24,490 23,615 65,733 �y'�-\'c‘ �
17.0 26,298 25,394 91,127
18.0 28,162 27,230 118,357
19.0 30,083 29,123 147,479
Stage/Storage Total Pond(Including Forebay)
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
6.0 4,807 0 0 *-Sediment Storage
7.0 6,159 0 0 Bottom Elev.
8.0 7,760 6,960 6,960
9.0 9,473 8,617 15,576
10.0 11,299 10,386 25,962
11.0 13,238 12,269 38,231
12.0 15,291 14,265 52,495
12_e 19,407 17,349 RA R44 ••Permanent Pool
Forebay
Cumulative
Contour Incremental Volume,S
Contour Area(SF) Volume(CF) (CF)
6.0 0 0 0
7.0 504 0 0 4-Sediment Storage(2'depth in forebay)
8.0 1,195 0 0
9.0 1,942 0 0 Bottom Elev.
10.0 2,745 2,344 2,344
11.0 3,605 3,175 5,519
12.0 4,522 4,064 9,582
13.0 7,083 5,803 15,385 -Forebay Volume

Project Name: Hawkeswater Ph 3A,Section 3
Client: DR Horton PARAJIolNTE
Project Number: 12293.PE C N o I N c c ss I N C3 r N C
Prepared By: ATB
Date: 2/1/18
Average Depth Calculation: (Option 2 per Errata)
Pond #5
ABottom Shelf = 15,291 sf
ABottom Pond = 5,655 sf
Aperm Pool = 19,407 sf
Depth = 6.0 ft
davy = 4.6 ft

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday,August 1, 2018 4:00 PM
To: 'Tim Clinkscales'
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Sure. What time?
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Wednesday,August 1, 2018 3:59 PM
To:Johnson, Kelly<[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
CAUTION: a''efnail. Do ni5 c kk links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly
Andy Mills needs and wants to be at the meeting, he is not back from out of town until Tuesday. Can we meet on
Thursday the 9th, I know one day after the date but he will give an update on the construction phasing
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-encj.com
From:Johnson, Kelly<[e-mail]>
Sent:Thursday,July 26, 2018 12:15 PM
To:Tim Clinkscales<[e-mail]>;Anthony E Mills<[e-mail]>
Cc: Michael C Loiacono<[e-mail]>; Ian E Flannery<IEFlannery@drhorton_com>;Stew Daniel Gunn
<[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Will you have the complete package by the end of next week? If not, let's meet once that is completed and discuss the
whole thing as opposed to just the plans. I have been generating a checklist of items needed and a general list of
questions.
1

SW8 130412-Hawkswater '
I. CO
Items a a a E c : a,
Needed: a a o fiid ; c > > pn '� °v a„ er °a l ra O 4za al� iu� ur _ �
J :.-
c CZ0 dw ` il IHCP
s k i CO C S
This Modifficatk=,n
4 •Ph/Pond:1 • ; :.'; 1 I 1
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Ph3Pond 1 t . _.
Ph3Pond5k,11-17 o
Ttf
.���.._. ,.....--.�,._.....__... .....,�»..-._...�.....:._-..-_ ._.... - . .:E ,1 1 t ,
Future Modificatio.":Needed?
Ph1Pondi I,
Ph1Pond2 r^
F'3Pondf.
Ph3Pond:3 R r`��_ -
?h3Por:d7 i i
General Queens
2017 rules.for al,redesigned ponds? If not;which rules)for each pand? (It old rules...check average depth/max depth,design ctormt etc). ______
489 F.sthwaite/Keekle l oop tPsr3Pond 5). Pond inside loop on plans? All lots included?(Compiaint.See map.)
I of 3272: Lot o+common area? (Complaint. See map.)
Lot 20222 on the plans?
What is"Phase 2 Phase 3 Pond 2"?
1st nere,an amenity Pond? Orainage areas of surrounding homes show drain eb'vhere?
Wi*,#:do the town';omes drain? Are they on thc:plans?
Nun fce-"old"part of project? Full build out? Alternate proposal? Timeline?
Pisan of Action for whole thing iold project,maintenance,modifications,etc)?
#1.3aantenance completed since 8/2017 inspection?
1.111 `.c i plan sheets from the previous approval need to be carried over for this arrortaal,
'Are these ponds being modied in this modification? They weren't on the original 1/30/18 list of ponds to modify when originally submitted...
These were just modified recently. Modifying again?
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Thursday,July 26, 2018 10:29 AM
To: Anthony E Mills<[e-mail]>
Cc: Michael C Loiacono<[e-mail]>; Ian E Flannery<IEFlannervPdrhorton.com>; Stew Daniel Gunn
<[e-mail]>;Johnson, Kelly<[e-mail]>
Subject: [External] RE: SW8 130412 Hawkeswater at the River
CAUTION:External email.Do not click links or open attachments unless verified.Send all suspicious email as an attachment to'
Kelly
2

<EA unn01:irhorton.coin>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
Will you have the complete package by the end of next week? If nol, let's meet once that is completed and discuss the
whole thing as opposed to just the plans. I have been generating a checklist of items needed and c,general list of
questions.
SW8130412-Hawkswater
.. .
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i i j ; g ,
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1:t1/4 re Modifi. tion Needed?
i
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piApor,d7 i E i
;,-.3Pond3
____ _.__ .______ - �..--_
General Questions
2017 rules for all redesigned ponds? If not,which rule(s)for each pond? (If old r Wes._check average derth/rrfax dept 5+,ziesign sto+rn,ett.)
489€stlavaite/t£eekle Loop(Ph3Po;td 51' Pond inside loop on plans? AP lots included?(Complaint_See map.)
Lot 3272: Lot or common area? (Complaint. See map.)
Lot 10222 on the plans?
What is"Phase 2 Phase 3 Pond 2'1
—•-- ---- --Is thew thew an amenity Pond? Drainage areas of surrounding homes show drain elsewhere?
Where do the toa�r n*omes drain? Are they on the plans?
Plan for 'old'part Of pw eet? Full build out'? Alternate proposal? Timeline?
Plan of Action for whole thing(old project,maintenance.modifications,etcl?
Maintenance cornpletedsince 8/2017 inspection?" —
Wh ch plan sheets from the previous at'rproval need to be carried over for this approval?
'Are these nogds iseing rootPed in this noodifkicatiw? They weren't on ti:e original 113:/13list of ponds to modify originally submitted.. —.
`f t se were just modified.etently. Modt'fyntg again? - -- — — ——
The n ks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Thursday,July 26, 2018 10:29 AM
To:Anthony E Mills<[e-mail]>
9

Cc: Michael C Loiacono<[e-mail]>; Ian E Flannery<IEFlannery(a'cl...-l:-_«c;•..e:__n_:>; Stew Daniel Gunn
<[e-mail]>;Johnson, Kelly<kelly.p.johrison ncdenr.Rov>
Subject: [External] RE: SW8 130412 Hawkeswater at the River
' i7G r ;:s._wR- I,email:Da not click links or open attachments unless verified.Send all suspicious email as an attachment to
.. .
Kelly
Can we meet end of next week and make sure all the drawings make sense. I believe they are close but many years, 2
engineers and various phases has caused the confusion
Thanks for the patience and please let us know
Have a good day
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
1 22 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: (91 0) 520-1991
FAX: [phone]
www.paramounte-eng.com
From:Anthony E Mills<AEMills(Ddrhorton.cor i>
Sent: Thursday,July 26, 2018 10:18 AM
To:Tim Clinkscales<t linFsc !es.: �)vtamorrnte-em.c^,r>
Cc: Michael C Loiacono<MCL&acoi�cEr )r+rhio_Lcn.ro, >; Ian E Flannery<IEFlann�rvadrhorton.com>; Stew Daniel Gunn
<SDGunrn@dr_hoo:c!r;.tior >;Johnson, Kelly<kelly.p.johnson(?ncderrr.RoY>
Subject: RE:SW8 130412 Hawkeswater at the River
aim,
This has been dragging on way too ieng. There has been plenty of time to get Kelly satisfied on what
she needs. We are working to finish up Hawkeswater and transfer over all permits to the HOA, but
this can't be accomplished until these issues are resolved. We need to get together the first of the
week and see what else needs to be done in order to deliver Kelly a complete submittal by the end of
next week.
Andy Mills, P.E.
Wilmington/Jacksonville
7.emillsOdrhorton.cGm
1 tellEllil€lf
10

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday,July 26, 2018 8:38 AM
To: 'Ian E Flannery'
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Attachments: SW8 130412 Hawkeswater at,the River
Mr. Flannery,
I see the 4/25/18 email below, end so I don't know if you saw the einail/letter that went out yesterday as well? It is
attached.
Thanks;.
Kelly
From: Ian E Flannery [mailto:![e-mail]]
Sent: Wednesday,July 25, 2018 3:53 PM
To:Johnson, Kelly<[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
CAUTION: External email.Do not click links or open attachments unless verified.Send ail suspicious email as an attachment to
Hi Kelly,
I just want to let you know that I have been made aware of this situation and I will be working with Tim to get this
resolved ASAP. I apologize for it taking this long. I cm going to do everything I can to expedite this.
If there is anything I can help you with in the meantime, please do not hesitate to reach out to me.
Thank you,
•
J ` • Ian Flannery CPESC,CESSWI,CISEC,CEPSCI
�! Division NPDES Tew;a ni�,a.i Compliia,r:ce Arl nin stratc•r
- Y
Coastal Carolina—Myrtle Beach,Wilmington
III ItIIlIflhI1.1 _- r'_
IFf lannerv:drhrrt_on.com
www.drhorton.com
From:Anthony E Mills
Sent: Friday,July 20, 2018 8:59 AM
•To: Ian E Flannery<IEFiannery$drhortor.com>
Subject: FW: [External] RE:SW8 130412 Hawkeswater at the River
Andy Mills, P.E.
1

Lanii 1)evciopnient TV)ur,; .c,.
Wilmington/Jacksonville
OFi: .110 ::1k7:
aem i I IsAdrhortoncan,
11 1 Minn
11410( AMERICA'S#'! HOMEBUILDER
SINCE 0it
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::•.-in ,. ,-:•_tr_' rs^,m in order that we can take steps to prevent any further inadvertent disclosure.
From:Johnson, Kelly [mail;c.:kelly.p.Lpimonr7Thicder�i�. -o+.!]
Sent: Wednesday, April 25, 2018 2:23 PM
To:Tim Clinkscales<tclir k eales@oaramounte-eme:.com>
Cc:Anthony E Mills<AF;Viiil' dr,k rton.r1m>; Michael C Loiacono <v1i;Loiacono@drhot-tor_coni>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
Please see the attached request for additional information. As you may already know,we no longer send hard copies of
these letters, and so this will be the only copy you receive.
Thanks,
I,:e:ily
From:Johnson, Kelly
Sent:Tuesday,January 30, 2018 1:38 PM
To:Tim Clinkscales<tclirikscalf c.@w,i amount -eng.com>
Cc:Scott, Georgette<georgette.scottPnctiir.gov>; [e-mail] ; .MCLoiaconopdrhorton.com
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Thanks. Jo dropped off the package from 1/29. I have not gone through it, but just submit all of the items in red by
Friday and I will go through everything when it comes up for review.
But, I do need to figure out the issue with 489 Esthwaite so I can get back to the resident. Here is the google image v/s
the 8/15/17 Sheet C-4.0A. It looks like the pond is built inside the loop of Keekle Lane but permitted outside the loop,
Esthwaite is longer, and the lots will have to be reconfigured. Will there be plans to make the plans match the ground
on Friday? Also, if 3272 is the "new" lot that the resident is looking for please make sure to show it in its entirety on
Friday's plans. In the meantime, I will send him the 3"d photo below.
Thanks,
Kelly
2

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From:Tim Clinkscales [mailto tclin_.scalesnparramounte-eng.con-j
Sent:Tuesday,January 30, 2018 1:01 PM
To:Johnson, Kelly<kv.p.iothnscnPncdenr.gr,-Jv>
Cc:Scott, Georgette<: yr,.rg.t,!:c.scott;q ncdcnr_gov!>;AEMi ls<< rirhorton.com; MCLoiacono@^rhorton com
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
(1,44011Cic External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
:.Spam}@nc.gpv.
To make sure you received the signed applications, here is what was submitted yesterday. We are modifying Phase 1
Pond 3 (Drainage Area 3 on new SWU form), Phase 3 Pond 4 (Drainage Area 1 on new SWU form), and Phase 3 Pond 6
(Drainage 2 on new SWU form).
I know this project has been a lot of revisions, but for the items below,for now we are modifying the ponds shown
above and have submitted all these design documents and forms. We submitted Phase 1 Pond 3 on 1/23, Phase 3 Pond
4 & Phase 3 Pond 6 on 5/15 with revisions on 8/15. These drawings depict the lots for the owner of 489 Esthwaite,we
have the proposed lots shown. On Sheet C-4.0A,we show Lot 3272 that is beside 489 Estwaite. Deed Restrictions,all
lots besides the ones we provided in the updated deed restrictions for the modifications above have 4500 sf/lot.
See below, but a lot of these items are addressed in the last 2 submittals. For phase 2 as stated below, showing
impervious for the Phase 2 townhomes less than future impervious in permit. These will be plan sheets for this section
I hope makes sense, but may be easier to meet to make sure all the items I am conveying makes sense to all and any
other info you may need
I believe this is good for the 2/3 date,we just need to record the 4000 sf/lot sections and provide the recorded deed for
such
Thanks for the patience and just let me know
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
4

122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From:Johnson, Kelly [maiito:keliy.p.ichn [e-mail]]
Sent: Tuesday,January 30, 2018 12:02 PM
To:Tim Clinkscales<trlinkscalesg,oyramounte enr;.ccfm>
Cc:Scott, Georgette<r=onset+e.sco t nrAenr.2^v>•;'�. .lills`c;::-i� C nr�'�
..� 1:.._ ,. � rior.com; iV? Loi�ccsz,zrho;tnncom
Subject: FW: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Georgette went through the package submitted on 1/23 last week while I was out of the office. Since there is a lot going
on I went through the package more thoroughly this morning,and it looks like there are several items needed to accept
this package for review. The cover letter says, "The plan (of)action will include by 3/1 to do the necessary construction
to the ponds, (and) send (a) modification along with (the) certification of(the) ponds."
Questions:
1. Current Application: If you want to do this in two steps (1/23 and 3/1),what specific items are you planning to
modify with the current(1/23) application and which specific items will be addressed by 3/1?
2. Original 8/22/17 Inspection Letter: This is the original list of items that are needed. It was referenced in both
the 10/12/17 and 12/14/17 letters. I have updated the text of the letter below in red to show the current status
of each item. There are several items that are not addressed, or are not fully addressed. Please address each
item.
3. 489 Esthwaite: I get regular calls from the resident in this home because he is concerned that there will be more
lots built than permitted near his home. He is near the Keekle Lane pond (Phase 3 Pond 5). I do not see revised
plans to address that issue in the 1/23/18 or 11/17/17 packages. What is the proposed lot layout in this
area? (See la in the letter below.)
I have spent over three hours going through this application to determine what is needed to accept the project for
review. That is a lot of time, and I cannot possibly do that for future applications. Please ensure that all details are
addressed prior to submittal. As you know, once a project has been accepted for review DEMLR management has set a
maximum of two requests for additional information before the project is returned and the process starts all over again.
It looks like you and Georgette agreed to finalize the modification application package by this Friday,2/2/18, so let's
stick to that date.
Thanks,
Kelly
8/22/17 Letter: Status shown in red below.
1. Modification Needed: Once the permit has been issued to modify Phase 3 Ponds 4 and 6, please modify the
permit again to ensure that its permitted condition matches its intended configuration for the entire
subdivision. Per Permit Section 11(1), "No homeowner/lot owner/developer shall fill in, alter, or pipe any
drainage feature_(such as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division." Per Permit Section II(6),
"The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction,for any modification to the approved plans, including, but not limited to
any revision to the approved plans, regardless of size; Project name change;Transfer of ownership; Redesign or
addition to the approved amount of built upon area; Further development, subdivision,acquisition, or sale of
any,all or part of the project area.The project area is defined as all property owned by the permittee,for which
5

r ,
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought; or Filling in, altering, or
piping of any vegetative conveyance shown on the approved plan."
a. Ponds not Built per the Permitted Plan: All ponds must be built per the permitted plan. For instance,
Phase 3 Pond 5 was permitted outside of the loop formed by Keekle Lane but it was constructed inside
the loop formed by Keekle Lane. Please ensure that the permitted plans match the intended
configuration for all ponds in the subdivision.
i. 12/28/17 Update via Email: As discussed over email on 12/28/17, a resident at 489 Esthwaite
Drive SE has reported that there may be an additional lot or additional lots planned near his
home that are not on the plans. Please ensure to verify that the lots in this area are reflected
appropriately on the plans.
ii. Question: I do not see a revision for this portion of the project in either the 1/23/18 or
11/17/17 packages.
b. Unpermitted Construction: Phase 2 (the townhomes behind Belville Elementary School) has been
constructed but not permitted. Which pond number will treat this area? Please submit all of the wet
pond documents (plans/stamped calculations/supplement/O&M).
c. Lots on Plans: Please ensure that all the lots that are built and/or planned are shown on the plans. For
instance, 10222 Hawkswater Blvd is not on the plans, but it is constructed. There may be other
examples. Please ensure that all lots are on the plans.
d. General: An unsigned application has been submitted. Please submit the signed application. Please
also submit all of the necessary plans. For instance,though I am not sure which ponds are being
modified in the application I do not see drainage area maps.
2. Deed Restrictions:
a. Permit Section 11(16) requires that"The maximum built upon area per lot is 4,500 square feet for Phase
I. Phases 2 and 3 shall be specified with a future stormwater permit modification." However, homes
have been constructed in Phases 2 and 3 without a permit modification to set deed restrictions.
B2745/P1003 (2/22/08): 4,500sf/Lot for the lots on Map Book 48 Page 27
ii. Items Needed:
1. Map Book 48 Page 27: Please submit a copy of this map book showing which lots are
recorded for 4,500sf/Lot.
2. Phases: Please submit a list of phases that Map Book 48 Page 27 covers.
3. Lot Numbers: Please submit a list of lot numbers that that Map Book 48 Page 27 covers.
4. Phase 3A Section 2C: Please submit restrictions showing 4,000sf/lot.
5. Updated Attachment B(Excel file attached):
a. Lot Numbers: I have updated this attachment to summarize the lot numbers
per phase and per pond. Please list the lot numbers on this sheet.
b. Deed Restrictions: Please list the Book/Page where the deed restrictions are
recorded for each phase on this sheet.
b. Per 15A NCAC 02H .1002(43), please ensure that if you have sold homes without deed restrictions that
those lots are accounted for at full build-out condition in the stormwater ponds' designs. Please submit
modification documents (plans/stamped calculations/supplement/O&M)for any ponds impacted by this
requirement.
c. Permit Section 11(17): The deed restrictions must be recorded and a copy must be submitted to the
Division before lots are sold. Deed restrictions are not on file. Please see above.
i. Please submit recorded deed restrictions for all lots that are sold.
ii. For lots that are not sold, please submit the notarized form indicating that deed restrictions will
be recorded prior to sale.
3. Operation and Maintenance (O&M)Agreements: O&M agreements are on file for most of the ponds. However,
please update the O&M for any pond(s)that must be modified in the permit. Please provide a list of ponds that
you are modifying and submit O&Ms for the applicable ponds.—I have submitted O&M on the 3 ponds
modifying to date
4. Certification: Per Permit Section 11(10), please submit a Designer's Certification for any pond(s)that are no
longer being used for Erosion and Sediment Control (E&SC). Please submit a certification for all ponds that are
no longer being used for E&SC. Each pond's status is listed below.
a. Phase 1 Pond 1: Unknown—Part of 3/1 update—Existing pond before DR Horton purchased property
b. Phase 1 Pond 2: Unknown- Part of 3/1 update—Existing pond before DR Horton purchased property
c. Phase 1 Pond 3: Unknown—Part of Modification
d. Phase 3 Pond 1: Unknown- Part of 3/1 update—Existing pond before DR Horton purchased property
e. Phase 3 Pond 2: There is a partial certification for this pond from 12/6/16. It is labeled "partial
certification" but there are no deviations listed?—Certification—Partial is for the planting of shelf
f. Phase 3 Pond 3: Unknown-Part of 3/1 update—Existing pond before DR Horton purchased property
6

g. Phase 3 Pond 4: Unknown—Part of Modification
h. Phase 3 Pond 5: There is a partial certification (minus the planted shelves)for this pond (1/23/18). The
cover letter says that the "vegetated shelf will be required to be updated". What does"updated"
mean? Are you just replanting to meet the already-permitted requirements or are you modifying this
pond? -Just need shelf planted to be final certified per provided certification
i. Phase 3 Pond 6: Unknown—Part of Modification
j. Phase 3 Pond 7: Unknown—Need to determine exact location of this pond, but part of 3/1 updated
k. Phase 2: There is a partial certification (minus the planted shelves)for this pond(1/23/18). But,there is
not a pond labeled"Phase 2" in the permit.
i. Which pond is this for?—Phase 2 is the impervious for the Phase 3 Pond 2 drainage area—as
stated above, need to plant vegetated shelf for final certification
ii. The cover letter says that the "vegetated shelf will be required to be updated". What does
"updated" mean? Are yeu just replanting to meet the already-permitted requirements or are
you modifying this pond?
5. Specific Ponds: The following specific items were observed for the following ponds:
a. Phase 1:
i. Pond 2—The inspector could not observe the outfall. The emergency overflow needs
maintenance.
ii. Pond 3—The pond and its outfall location differ from the permitted plans. (The area is currently
under development.) -Submitted 1/29
1. Status: Plans and calculations were submitted on 1/23/18 to modify this pond to its
constructed configuration. Items needed:
a. Complete Plans: Please ensure that all necessary data is on the plans. (For
instance,the drainage area is not on the plans.)
b. Stamped Calculations: Please submit stamped calculations.
c. Supplement: Please submit the supplement.
d. O&M: Please submit the O&M.
2. Labeling: The permit identifies ponds as the phase (either 1 or 3)and pond number and
the plans identify the ponds as a sub-phase. This makes it difficult to connect the pond
number with the sub-phase number. For clarity, I have updated Attachment B
(enclosed)to include a line to specify the sub-phase. Please update this attachment for
all ponds.
a. Permit Text: Phase 1 Pond 3
b. Plans'Text: Phase 1B/1C
b. Phase 2: An additional pond is in an area that has not been constructed without permitting. Which
pond is for"Phase 2"? If a new pond is being proposed please submit all of the modification documents
(plans/stamped calculations/supplement/O&M).—Stated in response letter,an amenity pond that has
no impervious draining to such,
c. Phase 3:
i. Pond 2—The slope is eroding along southeastern slope. A single copy of Sheet"DA1"showing
the drainage areas for Phase 3 Ponds 2 and 4 was submitted on 11/17/17. Items needed:
1. Question:
a. Is Phase 3 Pond 2 being modified? Unstamped calculations were submitted on
11/17/17 but I do not see this discussed in the 1/23/18 submittal. If this pond is
being modified, please submit all modification documents(plans/stamped
caiculations/supplement/O&M).
b. If not,what is the significance of this sheet?—Plans showing the amount of
imperious area below the 509,848 shown in the permit attachment
2. Second Copy: Please submit a second copy of this sheet if it shows data that is being
modified.
ii. Pond 3 —Not constructed.
7

iii. Pond 4—The pond is not constructed. (It is in the early stages of development). A single copy of
Sheet"DA1" showing the drainage areas for Phase 3 Ponds 2 and 4 was submitted on
11/17/17. Items needed:
1. Question:
a. Is Phase 3 Pond 4 being modified? If so, please submit all of the modification
documents.All forms submitted 1/29 that are signed
b. If not,what is the significance of this sheet?
2. Second Copy: Please submit a second copy of this sheet if it shows data that is being
modified.
iv. Pond 5 —The pond has been constructed in an area that differs from the permitted plan.
Question: Is Phase 3 Pond 2 being modified? Unstamped calculations were submitted on
11/17/17 but I do not see this discussed in the 1/23/18 submittal. If this pond is being modified,
please submit all modification documents (plans/stamped calculations/supplement/O&M).
v. Pond 6—The pond is not constructed. (It is in the early stages of development).
vi. Pond 7— Please maintain the riser where vegetation is beginning to obstruct the flow.
vii. General:
1. A single copy of an untitled plan sheet was submitted. It shows the general area for
"Pond 1" (phase unknown), "Pond 2" (phase unknown), Pond 4 and Pond 5.
a. What is the significance of this sheet?
b. Please submit an extra copy if this sheet shows data that is being modified.
2. Full Plan Set: This permit has been modified several times over the years, and two sets
of plans have been submitted recently. Please provide a list of plan sheet numbers that
will make up the full plan set. This will likely include already approved plan sheets as
well as new pan sheets that have been submitted recently.—Will update after we go
through these comments
From: Scott, Georgette
Sent:Tuesday,January 30, 2018 10:52 AM
To:Johnson, Kelly<keily.p.j, .n('ncdenr.gov>
Subject: FW: [External] RE: SW8 130412 Hawkeswater at the River
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax[phone]
Geeorgette.Scottencdenr.qov
127 Cardinal Drive Ext.
Wilmington, NC 28405
:4:.... n. FV �.L�..„F.'F. SP f�:. L.,, 1::4.. .. .
f' .�fi flf rsal..!.., 4-.e1,..; L :..v'�:}L .� ...E .;•1.
From:Tim Clinkscales [rnailtoaclinkscalesEparamo�;nte-eng.cam]
Sent: Friday,January 26, 2018 12:56 PM
To:Scott, Georgette<georgette.scott(n'ncdenr.gov:
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
8

i CAUTION:External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
report.spammnc.gov.
I will be getting today and will drop by on Monday. Thanks for the understanding and have a good rest of day
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-eng.com
From:Scott, Georgette mailto: eery ette,scotti'e?ede�:h.
Sent:Thursday,January 25, 2018 3:28 PM
To:Tim Clinkscales<tciin'::scale: pararnounte-eng;.com>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
I understand. Just let me know by next week what is going on.
Thanks
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office (910) 796 72.5
Fax[phone]
Georgette.Scottf:Pnc denr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
t... ^ti Il�;i.' ie�S c :!'- 'fd��' ''�}the.
,_ .. Carolina r;1 . .
From:Tim Clinkscales [mailto:[e-mail]]
Sent:Thursday,January 25, 2018 3:23 PM
To:Scott, Georgette<F erorge^:ie.scottP,u:de v.Pov>
Cc:Johnson, Kelly<Ikeliv.D.Iohnson :ncdenr.kov>
Subject: [External] RE:SW8 130412 Hawkeswater at the River
CAUTioN:External email.Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
[e-mail].
I understand, I was hoping to get signatures yesterday, I am reached back out for such. The applicant has had the bad
stuff going around, i meant to state signatures on the way
Tim Clinkscales PE, PLS
9

PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www;paramounte-eng.co.m
From: Scott, Georgette [mailto:georget :[e-mail]]
Sent: Thursday,January 25, 2018 3:21 PM
To:Tim Clinkscales<tclinkscalesPparamounte-eng.com>
Cc:Johnson, Kelly<lielly,a_,johns +r!Y?na nr. ov>
Subject: SW8 130412 Hawkeswater at the River
Tim,
I looked at the submittals materials for this project and you are missing several items:
1. There are no permittee signatures on•the application . I need one original signature application and one copy.
2. There is no E-Z supplemental form in the package for the pond.
3. There is no HD covenants form for the lots that will now 4000sq ft. This also needs to be signed by the
permittee
4. Your letter states that there are several PE certs in the package. I only found one for Pond 5. Was there
supposed to me another one submitted?
I can not accept this package until I receive the items above. Please provide them by the end of next week or I will have
to return the project application.
Georgette Scott ,
State Stormwater Program Supervisor •
Department of Environmental Quality
Office [phone]
Fax[phone]
C orgeite.Scott(i:=_')ci.i7rnr.zov
127 Cardinal Drive Ext.
Wilmington, NC 28405
0 '--:,' r•hir _,..... • .
_rkrai' CO t 1n,) . :'R':. `.i: . ii,.,.. 'rti C:.:JF ES?.: subject to the
Worth Cui";:'c. ,:l<. -;e.;.?: . A.: ''.. 'Jae diSCiaSed to thud _ailiec
10

Ao0 ti Eb
Cv tc4 6fra t1 CX1 t
COOPER
Governor
MICHAEL S. REGAN
Secretary
Energy,Mineral& WILLIAM E. (TOBY) VINSON,JR.
Land Resources
Interim Director
ENVIRONMENTAL QUALITY
July 25, 2018
Via Email Only: [e-mail]
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
State Stormwater Application No. SW8 130412
Hawkswater at the River Brunswick County
Dear Mr. Loiacono:
The Wilmington Regional Office is reviewing an application for this project. This letter summarizes its'
review status. Please respond by August 8,2018,or the application will be returned and a Notice of
Violation(NOV)will be issued on August 9,2018. This date will not be extended.
1. 8/24/17-2/14/18: There were noncompliant inspections, a Notice of Deficiency, and a Plan of
Action to address the items by 3/1/18.
2. 2/15/18: Modification application submitted.
3. 4/25/18: Request for Additional Information(#1), due 5/18/18.
a. 5/16/18: Your engineer reviewed the file to gather information for the resubmittal and
emailed a summary of his pending submittal.
b. 5/17/18: I mailed the enclosed two emails summarizing items that had not been
addressed in his summary.
4. 5/18/18: The response to the 4/25/18 request was received.
5. 7/25/18: Request for Additional Information(#2),due 8/8/18.
a. Please see the 5/17/18 emails which contains all relevant prior correspondence regarding
items needed for review. Please ensure that everything is submitted.
b. As discussed in my 4/25/18 request for additional information,I cannot begin the
technical review until all of the necessary items are submitted.
c. I went through the 5/18/18 package,but it was not complete. This is a list of some of the
issues in the package:
i. General:
1. D.R. Horton is responsible for the entire project. This includes having
recorded deed restrictions for all homes, including homes constructed
prior to buying the property. If homes are not deed restricted,then they
must be considered at full build out per 15A NCAC 02H .1003(3)(c). If
the required volume of a pond must increase,then please submit
documentation that the pond can hold the water. As discussed in the
5/17/18 email,if there is a special circumstance such as lots being sold
prior to your control and there is a resultant issue such as the pond cannot
hold the necessary water,then please propose an alternate arrangement.
The five ponds that are being modified under the current modification
are Phl/Pond3, Ph3/Pond2,Ph3/Pond4, Ph3/Pond5, and Ph3/Pond 6. If
additional ponds need to be modified that will have to be done under a
separate modification.
2. Please submit a revised Plan of Action to bring the site into compliance.
Fiat-.::C'iti.,a:i,C':..;olitt.: I aiTlCt i.: k,4.10413 1 Er•1-.;y. .L:r •.
bL`i r,L:ui a krcl,4331 f>f r:, I i-'i C,,ai'srr,,:D:.+c •.•i I :iiuninu?.,n,i` 25 i4u

State Stormwater Permit No. SW8 18021'8
Page 2 of 2
ii. Please fully fill out and submit the table included with the 4/25/18 letter. For
instance, all deed restrictions for homes that have been sold must be recorded.
1'hc table will be used to document the book and page of each recording.
iii. Please submit all recorded deed restrictions for all homes sold in the subdivision.
iv. There are supplements, O&M, calculations, and plans missing for some of the
ponds. Please submit each of these items for each of the five ponds being
redesigned. All forms must have original signatures,the supplements must
include the stamped cover sheet, and two sets of all plans are needed.
v. What is"Phase 2 Phase 3 Pond 2"?
vi. This project has come in in pieces since November and I have plan sheets that do
not line up. Please either submit two full sets of plans representing everything
that will need to be permitted for Hawkswater such that I can throw out the plans
that have been submitted to date, or please make arrangements to come review
the file and sort the plan sheets into the two full plan sheet submittals that you
intend to submit. Please also clarify which plans that have been previously
permitted(in 2017 and prior)that need to continue to be permitted when this
modification is issued, and which sheets are intended to be replaced.
vii. Please ensure the submittal is complete and consistent. For instance:
1. Ph3Pond2 is not on the application. (And,none of the drainage areas on
the application are labeled with the pond name.)
2. Is Ph1Pond3 intended for 426,451sf(per the application) or 426,391sf
(per prior data)?
3. Ph3Pond5 has 222,210sf(5.1 ac) of impervious per the application but
the calculations use 4.79ac.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to August 8,2018, or the application will be
returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee. •
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned application number on all correspondence. If you have any questions
concerning this matter,please feel free to call me at(910) 796-7215 or email me at
[e-mail].
Sincerely,
eery Pokwoo
Environmental Engineer
GDS/kpj: \\\Stormwater\Permits&Projects\2013\130412 HD\2018 07 addinfo 130412
enc : Email from K. Johnson to T. Clinkscales, 5/17/18, 9:24am(containing attachments)
Email from K. Johnson to T, Clinkscales, 5/17/18, 10:18am
cc: Tim Clinkscales, PE,Paramounte Engineering
(via email only, [e-mail])
Wilmington Regional Office Stormwater Permit File
it .,' a: v l:nr 1.7L.. 3 �.;c_•. :
t= r iTr C)vit r::_'Dr c: i 't: Fi '; ;07
r'ic)'r96 T-'6

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday,July 25, 2018 2:13 PM
To: 'Tim Clinkscales'
Cc: [e-mail]; [e-mail]; Georgette Scott
Subject: SW8 130412 Hawkeswater at the River
Attachments: Emails.pdf; 2018 04 addinfo 130412.xlsx; Hawkswater Diagrams.pdf;2018 04 addinfo
130412.docx; 2017 12 CEI_NOD 130412.docx; 2017 08 CEl_deficient 130412.docx; 2017
09 addinfo 130412.docx; 2017 10 CEI_BIMS 130412.pdf; 2017 10 excel_WP_Permit
Attachments 130412.x1sx; 2017 10 permit 130412.docx; RE: [External] RE: 5W8 130412
Hawkeswater at the River; 2018 07 addinfo 130412.docx
Tim, •
i am still missing F lot of data that is needed to even begin the technical review. For instance, I do not have all of the
supplements. One of the ponds is missing from the calculations. There are 5 ponds being modified but only 4 are on the
application. And,there are several other items that don't line up.
This has been in-house officially since February, but it started coming in in November 2017. The Plan of Action was to
have been completed in March 2018, but the most recent submittal discusses getting a contractor to start in June
7018? The original inspection with the original list of items to be addressed was from August 2017,almost a year ago. It
is time to wrap this up.
The attached letter titled "2018 07 addinfo 130412" requests a complete package by 818,18. If we can't get a complete
package for the five ponds and a revised Plan of Action to address the remaining issues by then,then we will have to
return the application with an NOV.
(The other attachments are forwarded from the previous email.)
Thanks,
Kelly
From:Johnson, Kelly
Sent:Thursday, May 17,2018 9:24 AM
To: 'Tim Clinkscales' <[e-mail]>
Cc:[e-mail]; [e-mail]; Georgette Scott<[e-mail]>
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
I have spent'`hours*trying to organize this file over the past several months. I have submittals from several different
dates representing several different changes to different parts of the project. The pdf email attached has the very
detailed list of items that I identified back in January. I have prepared the attached Excel sheet to try to organize all of
the design data for the—10 ponds, some of which are changing(not sure which ones are changing..:). I have attached
the pdf of the diagrams that I prepared detailing the questions I have identified thus far. I have also attached the Add-
Info letter from April,the NOD from December,the permit from October(which contained the 2" notice of non-
compliance),and the original deficient compliance inspection from August.
1

When you resubmit, please ensure that all of these issues in these documents are addressed and in en organized
fashion. The Excel sheet will serve as a simple way to summarize the data.
1. If the original permittee didn't have a "realistic" design as you discuss below, please detail hcv.'you all plan to
remedy that situation by identifying which ponds are changing, and the specific changes that will he made.
2. Submit calculations for all design changes. I don't know which calculations submitted to date represent which
ponds or what is happening to those ponds. (if you want'i:c come slip-sheet out what you have submitted to
date,we can set that up. But; it may be easier to just submit a new, full set of calculations. I have already spent
a lot of time'trying to figure out what has been submitted, and I cannot continue to spend time trying to figure
out what is being proposed.)
3. Submit all of the forms for each pond, and make sure that the Pond and Phase numbers are consistent between
the calculations,forms, plans and other data.
4. Submit the deed restricLicns, and if there are several documents please ensure that the various phase numbers
can be lined up with the pond numbers and the lot numbers to snow that all lots are covered.
5. Submit the certifications end be sure that the pond numbers end phases are clear recarding which certification
is for which area.
6. Submit a full submittal package of plan sheets. (If you want to slip.sheet out the ones that have been submitted
to date please le'r me know and v,e can set that up, but I can't tell from the list below what sheets you need for
what ponds/phases/lots%°etc).
7. Make sure that the drainage areas are clear,especially it there is an amenity pond that isn't a stormwater pond..
how does that impact drainage area?)
if I remember correctly,your January Plan of Action indicated that 11.hc necessary work Nould be completed by March 1',
and so hopefully this is just a matter r:f getting the paperwork wagether.
The nks,
From:Tim Clinkscales 'imailto:tclin t.ta1_�1ar;snnou n:r_: ri .corn]
Sent Wednesday, May 16, 2018 7:36 PM
To:Johnson, Kelly<kelly.piohnscr t nccr:err.g.ot,">
Cc::[e-mail]; MC_oiacono;ad.rhocton.com
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
CAUTION:External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly
•
I came by today and looked through the file.
For sheet numbers to keep as part of the master:
For the Sections we have performed the engineering here are the sheets to remove from the various dates and phases
Phase 3A Section 2C—5/16 submittal (2016)—all sheets part of package
Phase 2—11/17 submittal—Remove 3.1,3.2,index, 4.0-4.2 and 5.3
Phase 3A Section 2B—2/18 submittal—Remove 3.0-3.1
Phase 1B/1C—1/18 submittal—All sheets good
2

frixAMERICA'S#x HOMEBUILDER
SING ,;.. :`
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 cr_ii:.i-, t;i iur ar^x m in order that we can take steps to prevent any further inadvertent disclosure.
From: Michael C Loiacono
Sent: Wednesday,July 25, 2018 9:53 PM
To:Tim Clinkscales<tclirr!kscal ,..0o:.rR ,:r,. -,._--;-n g.cL m>; Ian E Flannery .�EFIunnery 'drhortnr;.cf.:rr:>
Cc:Anthony E Mills<,-V ilisn_ur hc:r on_.cniri>
Subject: RE:SW8 130412 Hawkeswater at the River
I am out of town until Monday. Please arrange a meeting after Wednesday next week or any day the following week
with Kelly. I want to be there.
Thanks
ML
From:Tim Clinkscales Lailto:tcli:[e-mail]]
Sent: Wednesday,July 25, 2018 9:45 PM
To: Ian E Flannery<[e-mail]>
Cc:Anthony E Mills<AEMil!s acdrhorton.com>; Michael C Loiacono<MCLoiaccInoc?drhorton,com>
Subject: RE:SW8 130412 Hawkeswater at the River
Ian
Got your voicemail and we will obviously place these at the top of the list. Some of the items below were in the
submittal but it was a large and complicated one since they required items before we got involved. I will call tomorrow
to discuss in general, but give me a few days to go through things
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<kelly.p.jghnsonencrL'nr ov>
Sent: Wednesday,July 25, 2018 2:14 PM
To: Tim Clinkscales<[e-mail]>
Cc:AEMillsedrhoi nn.coni; iv MCl.oiacono(c drhort:on.com; Scott, Georgette<[e-mail]>
Subject:SW8 130412 Hawkeswater at the River
Tim,
n.

I am still missing a lot of data that is r•_ede to even begin the technical revie::'. For I do rot have all of the
supplements. One of the ponds is missing :rom the calculations. There are 5 ponds being modified but only4 are on the
application. And,there are several other items that don't line up.
This has been in-house officially since February, but it started coming in in November 2017. The Ple.n of Action was to
have been completed in March 2018, but the most recent submittal discusses getting a contractor to start in June
2018? The original inspection with the original list of items to be addressed was f;•oin i,ugust 2017, almost a year ago. It
is time to wrap this up.
The attached letter titled "2018 07 addinio 130412" requests a complete package by 8/C/18. If we can't get a complete
package for the five ponds and a revised Plan o;Action to address the remaining issues by then,then we will have to
return the application with an NOV.
(The other attachments are forwarded fi G1r; the previous email.)
Thanks,
Kelly
From:Johnson, Kelly
Sent:Thursday, May 17, 2018 9:24 AM
To: 'Tim Clinkscales' <tc!ink:scaies ip74rarnc!..i,)te en.'.• om>
Cc:AEMillsOdrhort on.rnn';; I;IC:I.ni^wan.ne6.horior.:or, Georgette Scott<eor;ett _oit0:Eincd n c>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
I have spent *iwcurs trying to organize this file over tie past several months. I nave submittals from several different
dates representing several different changes to different putts of the project. The pdf email attached has the very
detailed list of items that I identified back in.anuary. I have prepared the attached Excel sheet to try to organize all of
the design data for the—10 ponds, some of which are charging(riot sure which ones are changing...). I have attached
the pdf of the diagrams that I prepared detailing the questions I have identifier:thus far. I have also attached the Add-
Info letter from April,the NOD from December,the permit from October(which contained the 2°`' notice of non
compliance),and the original deficient compliance inspection from August.
When you resubmit, please ensure that all of these issues in these documents are addressed and in an organized
fashion. The Excel sheet will serve as a simple way to summarize the data.
1. If the original permittee didn't have a "realistic" design as you discuss below, please detail how you all plan to
remedy that situation by identifying which ponds are changing, and the specific changes that will be made.
2. Submit calculations for all design changes. I don't know which calculations submitted to date represent which
ponds or what is happening to those ponds. (if you want to come slip-sheet out what you have submitted to
date,we can set that up. But, it may be easier to just submit a new,full set of calculations. I have already spent
a lot of time trying to figure out what has been submitted, and I cannot continue to spend time trying to figure
out what is being proposed.)
3. Submit all of the forms for each pond, and make sure that the Pond and Phase numbers are consistent between
the calculations,forms, plans and other data.
4. Submit the deed restrictions, and if there are several documents please ensure that the various phase numbers
can be lined up with the pond numbers and the lot numbers to show that all lots are covered.
5. Submit the certifications and be sure that the pond numbers and phases are clear regarding which certification
is for which area.
12

6. Submit a full submittal package of plan sheets. (If you want to slip-sheet out the ones that have been submitted
to date please let me know and we can set that op, but I can't tell from the list below what sheets you need for
what ponds;phases,lots,etc).
7. Make sure that the drainage areas are clear(especially if there is an amenity pond that isn't a stormwater pond..
how does that impact drainage area?)
if I remember correctly,your January Plan of Action indicated that the necessary work would be completed by March 1"-,
and so hopefully this is just a matter of getting the paperwork Together.
i hank
KeN
From:Tim Clinkscales [m: ilto:tc;i . lescr.,,r:,m-oun±t-enk,.com]
Sent: Wednesday, May 16, 2018 7:36 PM
To:Johnson, Kelly<keil ..►,�..'ohnsoni!+ncr_'err,gov>
Cc:AEMills.@cir iorton.corn; M';�I oiacono rhor •n.com
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
CAUTION: External email. Do not click links or open attachments unless verified.Send till suspicious email as an attachment to
Kelly
I came by today and looked through the file.
For sheet numbers to keep as part of the master:
For the Sections we have performed the engineering here are the sheets to remove from the various dates and phases
Phase 3A Section 2C—5/16 submittal (2016)—all sheets part of package
Phase 2—11/17 submittal—Remove 3.1,3.2,index,4.0-4.2 and 5.3
Phase 3A Section 2B—2/18 submittal—Remove 3.0-3.1
Phase 1B/1C-1/18 submittal—All sheets good
For the DA map for Phase 3A Section 2B, will update lot numbers to match plan sheets
Again we are meeting with Horton on the existing ponds and cleaning up,we will meet next week.
On these sections, I did not go through all the deed restrictions, but can provide on a CD
Have certified Phase 2 Pond 3, it is the townhomes and part of Hawkeswater Blvd. Again the pond in the middle of the
townhomes is an amenity pond and no BUA goes to such
Again did not go through every calculation but part of submittals provided calculations for the ponds.
I know a lot of items back and forth from the different submittals but this happened this way because a master permit
was performed by original developer without a "realistic" pond location/outfalls/survey. This is based on the plans from
the original set. It seems that original survey was county topo,the sure sign for such is contour lines through wetlands
because not going to field survey through such.
13

If we need to talk tomorrow let me know, but want to make sure you are aware of all things and the plans you have are
the plans that were constructed from. We need to determine the best way you want to handle the permit and existing
sections for this round of comments, ie, approved the permit and have the ponds cerfiied as part of transfer
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<Kelly.o.iohnon(+nc
Sent: Wednesday, May 16, 2018 10:10 AM
To:Tim Clinkscales<tciinkscales@raram..i.unti II>
Cc:AEMills cirhortar,.com; MCL oiao.::no( 1r`iortar..ccirn
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
What time would you like to come? The room is open a':l day with the exception of 11-'12. Just Ir t me know the
timeframe (start: end tme)so? can put you on the calendar.
Thanks,
Kelly
From:Tim Clinkscales [rnailio:te inkscale paramounte-. r. .c:_7r?]
Sent:Tuesday, May 15, 2018 9:20 PM
To:Johnson, Kelly<k _h1v.back ►pson{w r�cr t.,nr.goy>
Cc:,AEi'li!ls(60drhorton.com; IVCLoiacono )drhorton.com
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
CAUTION:External email. Do not click links or open attachments unless verified.Send afJ suspicious email as an attachment to
Kelly I want to come by tomorrow and review things especially the plans. One thing that is confusing to me is the Phase
2 question. We have submitted a few times the plans for the townhomes including the pond that is drains to. Also have
certified that pond since built out on the townhomes.
I believe the only items that may be outstanding are some deed restrictions,that if not provided have been recorded by
Horton and ponds to be certified that were built before Horton purchased the neighborhood. On the later,we have
surveyed such,just need to get a plan of action to remove sediment from the ponds before final certification.
I know this has been a long process, and hopefully looking at the latest plans will allow me to see what plans I need to
provide to make your set complete
Thanks
Tim Clinkscales PE, PLS
14

PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From:Johnson, Kelly<Kelly.p ioh_nsoni nce'.eriri pv>
Sent: Wednesday,April 25, 2018 2:23 PM
To:Tim Clinkscales<tclinscalesIgparamounto-eng. om>
Cc: MCl.o*onc,Pdrk,r;_o F.c,Nr,
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
?lease see the attached request for additional information. As you rlay already know, we no longer send hard copies of
hese 'etters, and so this will he the only copy you receive.
Thanks,
:eliy
From:Johnson, Kelly
Sent:Tuesday,January 30, 2018 1:38 PM
To:Tim Clinkscales<tciinkscales@peramoun`c-e.ng.ccn»
Cc: Scott, Georgette<A eorgefte.scott@ncdenr.g v>;AErvliiisc Idrhorton.com; [e-mail]
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Thanks. Jo dropped off the package from 1/29. I have not gone through it, but just submit all of the items in red by
Friday and I will go through everything when it comes up for review.
But, I do need to figure out the issue with 489 Esthwaite so I can get back to the resident. Here is the google image v/s
the 8/15/17 Sheet C-4.0A. It looks like the pond is built inside the loop of Keekle Lane but permitted outside the loop,
Esthwaite is longer,and the lots will have to be reconfigured. Will there be plans to make the plans match the ground
on Friday? Also, if 3272 is the "new" lot that the resident is looking for please make sure to show it in its entirety on
Friday's plans. In the meantime, I will send him the 3rd photo below.
Thanks,
Kelly
15

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16

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From:Tim Clinkscales
Sent: Tuesday,January 30, 2018 1:01 PM
To:Johnson, Kelly<kel_Iy_pjohnson@ncc onr. pv>
Cc:Scott, Georgette<georgette.scoc: ncdenr.p v>; AEMillst drherton.co_; NICLoi7_,.congl drho:-iron.coin
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
CAM Mil!External email.Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
I [e-mail].
To make sure you received the signed applications, here is what was submitted yesterday. We are modifying Phase 1
Pond 3 (Drainage Area 3 on new SWU form), Phase 3 Pond 4(Drainage Area 1 on new SWU form), and Phase 3 Pond 6
(Drainage 2 on new SWU form).
I know this project has been a lot of revisions, but for the items below, for now we are modifying the ponds shown
above and have submitted all these design documents and forms. We submitted Phase 1 Pond 3 on 1/23, Phase 3 Pond
4& Phase 3 Pond 6 on 5/15 with revisions on 8/15. These drawings depict the lots for the owner of 489 Esthwaite,we
have the proposed lots shown. On Sheet C-4.0A,we show Lot 3272 that is beside 489 Estwaite. Deed Restrictions, all
lots besides the ones we provided in the updated deed restrictions for the modifications above have 4500 sf/lot.
See below, but a lot of these items are addressed in the last 2 submittals. For phase 2 as stated below, showing
impervious for the Phase 2 townhomes less than future impervious in permit. These will be plan sheets for this section
I hope makes sense, but may be easier to meet to make sure all the items i am conveying makes sense to all and any
other info you may need
I believe this is good for the 2/3 date,we just need to record the 4000 sf/lot sections and provide the recorded deed for
such
Thanks for the patience and just let me know
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
17

122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: (910) 520-1 991
FAX: [phone]
www.,paramounte-eng.com
From:Johnson, Kelly [mailto:[e-mail],v1
Sent:Tuesday,January 30, 2018 12:02 PM
To: Tim Clinkscales<tclink [e-mail].
Cc: Scott, Georgette<<[e-mail]>;= 'dncorton.com; MCLoiacon-hi
drr o: or.com
Subject: FW: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
Georgette went through the package submitted on 1/23 last week while I was out of the office. Since there is a lot going
on I went through the package more thoroughly this morning, and it looks like there are several items needed to accept
this package for review. The cover letter says, "The plan (of) action will include by 3/1 to do the necessary construction
to the ponds, (and) send (a) modification along with (the) certification of(the) ponds."
Questions:
1. Current Application: If you want to do this in two steps (1/23 and 3/1), what specific items are you planning to
modify with the current(1/23) application and which specific items will be addressed by 3/1?
2. Original 8/22/17 Inspection Letter: This is the original list of items that are needed. It was referenced in both
the 10/12/17 and 12/14/17 letters. I have updated the text of the letter below in red to show the current status
of each item. There are several items that are not addressed, or are not fully addressed. Please address each
item.
3. 489 Esthwaite: I get regular calls from the resident in this home because he is concerned that there will be more
lots built than permitted near his home. He is near the Keekle Lane pond (Phase 3 Pond 5). I do not see revised
plans to address that issue in the 1/23/18 or 11/17/17 packages. What is the proposed lot layout in this
area? (See la in the letter below.)
1 have spent over three hours going through this application to determine what is needed to accept the project for
review. That is a lot of time, and I cannot possibly do that for future applications. Please ensure that all details are
addressed prior to submittal. As you know, once a project has been accepted for review DEMLR management has set a
maximum of two requests for additional information before the project is returned and the process starts all over again.
It looks like you and Georgette agreed to finalize the modification application package by this Friday, 2/2/18, so let's
stick to that date.
Thanks,
Kelly
8/22/17 Letter: Status shown in red below.
1. Modification Needed: Once the permit has been issued to modify Phase 3 Ponds 4 and 6, please modify the
permit again to ensure that its permitted condition matches its intended configuration for the entire
subdivision. Per Permit Section 11(1), "No homeowner/lot owner/developer shall fill in, alter, or pipe any
drainage feature (such as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division." Per Permit Section 11(6),
"The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction,for any modification to the approved plans, including, but not limited to
any revision to the approved plans, regardless of size; Project name change;Transfer of ownership; Redesign or
addition to the approved amount of built upon area; Further development, subdivision, acquisition, or sale of
any, all or part of the project area.The project area is defined as all property owned by the permittee, for which
18

Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought; or Filling in, altering, or
piping of any vegetative conveyance shown on the approved plan."
a. Ponds not Built per the Permitted Plan: All ponds must be built per the permitted plan. For instance,
Phase 3 Pond 5 was permitted outside of the loop formed by Keekle Lane but it was constructed inside
the loop formed by Keekle Lane. Please ensure that the permitted plans match the intended
configuration for all ponds in the subdivision.
i. 12/28/17 Update via Email: As discussed over email on 12/28/17,a resident at 489 Esthwaite
Drive SE has reported that there may be an additional lot or additional lots planned near his
home that are not on the plans. Please ensure to verify that the lots in this area are Ieffected
appropriately on the plans.
ii. Question: I do not see revision for this portion of the project in either the 1/23/18 or
11/17/17 packages.
b. Unpermitted Construction: Phase 2 (the townhomes behind Belville Elementary School) has been
constructed but not permitted. Which pored number will treat this area? Please submit all of the vet
pond documents(plans/stamped calculations/supplement/O&M).
c. Lots on Plans: Please ensure that all the lots that are built and/or planned are shown on the plans. For
instance, 10222 Hawkswater Blvd is not on the plans, but it is constructed. There may be other
examples. Please ensure that all lots are on the plans.
d. General: An unsigned application has been submitted. Please submit the signed application. Please
also submit all of the necessary pions. For instance,though I am not sure which ponds are being
modified in the application I do not see arainage area maps.
2. Deed Restrictions:
a. Permit Section 11(16) requires that"The maximum built upon area per lot is 4,500 square feet for Phase
I. Phases 2 and 3 shall be specified with a future stormwater permit modification." However, homes
have been constructed in Phases 2 and 3 without a permit modification to set deed restrictions.
i. B2745/P1003(2/22/08): 4,500sf/Lot for the lots on Map Book 48 Page 27
ii. Items Needed:
1. Map Book 48 Page 27: Please submit a copy of this map book showing which lots are
recorded for 4,500sf/Lot.
2. Phases: Please submit a list of phases that Map Book 48 Page 27 covers.
3. Lot Numbers: Please submit a list of lot numbers that that Map Book 48 Page 27 covers.
4. Phase 3A Section 2C: Please submit restrictions showing 4,000sf/lot.
5. Updated Attachment B(Excel file attached):
a. Lot Numbers: I have updated this attachment to summarize the lot numbers
per phase and per pond. Please list the lot numbers on this sheet.
b. Deed Restrictions: Please list the Book/Page where the deed restrictions are
recorded for each phase on this sheet.
b. Per 15A NCAC 02H .1002(43), please ensure that if you have sold homes without deed restrictions that
those lots are accounted for at full build-out condition in the stormwater ponds' designs. Please submit
modification documents(plans/stamped calculations/supplement/O&M)for any ponds impacted by this
requirement.
c. Permit Section 11(17): The deed restrictions must be recorded and a copy must be submitted to the
Division before lots are sold. Deed restrictions are not on file. Please see above.
i. Please submit recorded deed restrictions for all lots that are sold.
ii. For lots that are not sold, please submit the notarized form indicating that deed restrictions will
be recorded prior to sale.
3. Operation and Maintenance (O&M)Agreements: O&M agreements are on file for most of the ponds. However,
please update the O&M for any pond(s)that must be modified in the permit. Please provide a list of ponds that
you are modifying and submit O&Ms for the applicable ponds.—I have submitted O&M on the 3 ponds
modifying to date
4. Certification: Per Permit Section II(10), please submit a Designer's Certification for any pond(s)that are no
longer being used for Erosion and Sediment Control (E&SC). Please submit a certification for all ponds that are
no longer being used for E&SC. Each pond's status is listed below.
a. Phase 1 Pond 1: Unknown—Part of 3/1 update—Existing pond before DR Horton purchased property
b. Phase 1 Pond 2: Unknown- Part of 3/1 update—Existing pond before DR Horton purchased property
c. Phase 1 Pond 3: Unknown—Part of Modification
d. Phase 3 Pond 1: Unknown Part of 3/1 update—Existing pond before DR Horton purchased property
e. Phase 3 Pond 2: There is a partial certification for this pond from 12/6/16. It is labeled "partial
certification" but there are no deviations listed?—Certification—Partial is for the planting of shelf
f. Phase 3 Pond 3: Unknown- Part of 3/1 update—Existing pond before DR Horton purchased property
19

g. Phase 3 Pond 4: Unknown— Part of Modification
h. Phase 3 Pond 5: There is a partial certification (minus the planted shelves)for this pond (1/23/18). The
cover letter says that the "vegetated shelf will he required to be updated". What does"updated"
mean? Are you just replanting to meet the already-permitted requirements or are you modifying this
pond? -Just need shelf planted to be final certified per provided certification
i. Phase 3 Pond 6: Unknown—Part of Modification
j. Phase 3 Pond 7: Unknown—Need to determine exact location of this pond, but part of 3/1 updated
k. Phase 2: There is a partial certification (minus the planted shelves)for this pond (1/23/18). But,there is
not a pond labeled "Phase 2" in the permit.
Which pond is this for?—Phase 2 is the impervious for the Phase 3 Pond 2 drainage area—as
stated above, need to plant vegetated shelf for final certification
ii. The cover letter says that the "vegetated shelf will be required to be updated". What does
"updated" mean? Are you just replanting to meet the already-permitted requirements or are
you modify ng this pond?
5. Specific Ponds: The following specific items were observed for the following ponds:
a. Phase 1:
i. Pond 2—The inspector could not observe the outfall. The emergency overflow needs
maintenance.
ii. Pond 3—The pond and its outfall location differ from the permitted plans. (The area is currently
under development.) -Submitted 1/29
1. Status: Plans and calculations were submitted on 1/23/18 to modify this pond to its
constructed configuration. items needed:
a. Complete Plans: Please ensure that all necessary data is on the plans. (For
instance, the drainage area is not on the plans.)
b. Stamped Calculations: Please submit stamped calculations.
c. Supplement: Please submit the supplement.
d. O&M: Please submit the O&M.
2. Labeling: The permit identifies ponds as the phase (either 1 or 3) and pond number and
the plans identify the ponds as a sub-phase. This makes it difficult to connect the pond
number with the sub-phase number. For clarity, I have updated Attachment 3
(enclosed)tc include a line to specify the sub-phase. Please update this attachment for
all ponds.
a. Permit Text: Phase 1 Pond 3
b. Plans'Text: Phase 1B/1C
b. Phase 2: An additional pond is in an area that has not been constructed without permitting. Which
pond is for"Phase 2"? If a new pond is being proposed please submit all of the modification documents
(plans/stamped calculations/supplement/O&M).—Stated in response letter,an amenity pond that has
no impervious draining to such,
c. Phase 3:
i. Pond 2—The slope is eroding along southeastern slope. A single copy of Sheet"DA1" showing
the drainage areas for Phase 3 Ponds 2 and 4 was submitted on 11/17/17. Items needed:
1. Question:
a. Is Phase 3 Pond 2 being modified? Unstamped calculations were submitted on
11/17/17 but I do not see this discussed in the 1/23/18 submittal. If this pond is
being modified, please submit all modification documents (plans/stamped
calculations/supplement/O&M).
b. If not,what is the significance of this sheet?—Plans showing the amount of
imperious area below the 509,848 shown in the permit attachment
2. Second Copy: Please submit a second copy of this sheet if it shows data that is being
modified.
ii. Pond 3—Not constructed.
20

iii. Pond 4—The pond is not constructed. (It is in the early stages of development). A single copy of
Sheet"DA1"showing the drainage areas for Phase 3 Ponds 2 and 4 was submitted on
11/17/17. Items needed:
1. Question:
a. Is Phase 3 Pond 4 being modified? It so, please submit all of the modification
documents.All forms submitted 1/29 that are signed
b. If not,what is the significance of this sheet?
2. Second Copy: Please submit a second copy of this sheet if it shows data that is being
modified.
iv. Pond 5—The pond has been constructed in an area that differs from the permitted plan.
Question: Is Phase 3 Pond 2 being modified? Unstamped calculations were submitted on
11/17/17 but I do not see this discussed in the 1/23/18 submittal. Ifthis pond is being modified,
please submit all modification documents (plans/stamped calculations/supplement/O&M).
v. Pond 6—The pond is not constructed. (It is in the early stages of development).
vi. Pond 7— Please maintain the riser where vegetation is beginning to obstruct the flow.
vii. General:
1. A single copy of an untitled plan sheet was submitted. It shows the general area for
"Pond 1" (phase unknown), "Pond 2" (phase unknown), Pond 4 and Pond 5.
a. What is the significance of this sheet?
b. Please submit an extra copy if this sheet shows data that is being modified.
2. Full Plan Set: This permit has been modified several times over the years, and two sets
of plans have been submitted recently. Please provide a list of plan sheet numbers that
will make up the full plan set. This will likely include already approved plan sheets as
well as new plan sheets that have been submitted recently.—Will update after we go
through these comments
From:Scott, Georgette
Sent:Tuesday,January 30, 2018 10:52 AM
To:Johnson, Kelly<[e-mail]>
Subject: FW: [External] RE:SW8 130412 Hawkeswater at the River
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax[phone]
Georgette.ScottOncdenr.cipv
127 Cardinal Drive Ext.
Wilmington, NC 28405
- • .F#rki free,' .'., 3;: ...,..
- -'rCL .:.4 to third parties.
From:Tim Clinkscales Lmailt tciinkscale.s@peramounte-err;-.comi
Sent: Friday,January 26, 2018 12:56 PM
To:Scott, Georgette< eeor_;ette.sc't;:nncdenr.' 'v>
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
21

CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
rejJort.spamj nc,gov..
I will be getting today and will drop by on Monday. Thanks for the understanding and have a good rest of day
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.oaramounte-eng.com
From:Scott, Georgette [c•n ilte: ,ppr; e tie.sco a a ncdenr.€;ov]
Sent:Thursday, January 25, 2018 3:28 PM
To:Tim Clinkscales<tclir=.,:ic •Ics() -z_ramounte-en .co;:'.--
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
understand. Just let me know by next woe::.what is going ci
Thanks
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
127 Cardinal Drive Ext.
Wilmington, NC 28405
•• t, lh',?,
;f,J:.'I • If '_'o thf1G r.ia"iea.
From:Tim Clinkscales [mailto:tclinkscaleseparar c unte er g.com]
Sent: Thursday,January 25, 2018 3:23 PM
To:Scott, Georgette<[e-mail]>
Cc:Johnson, Kelly<[e-mail]>
Subject: [External] RE: SW8 130412 Hawkeswater at the River
' CAUTION; External email, Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
report.staa nc, ov.
I understand, I was hoping to get signatures yesterday, I am reached back out for such. The applicant has had the bad
stuff going around, i meant to state signatures on the way
Tim Clinkscales PE, PLS
22

PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
wWw.oaramounte-eng.com
From:Scott, Georgette [rnailt! :r.:(pcgette.scotiPpcdenr•.Roov_]
Sent:Thursday,January 25, 2018 3:21 PM
To:Tim Clinkscales <tclirlkscaies;( par _;caunte- .:l'.c m>
Cc:Johnson, Kelly<k:-!:v..,.. i.-, r'so,1i irrJ nr._,r.<v>
Subject: SW8 130412 Hawkeswater at the River
Tim,
I looked at the submittals materials for this project and you are missing several items:
1. There are no permittee signatures on the application . I need one original signature application and one copy.
2. There is no E-Z supplemental form in the package for the pond.
3. There is no HD covenants form for the lots that will now 4000sq ft. This also needs to be signed by the
permittee
4. Your letter states that there are several PE certs in the package. I only found one for Pond 5. Was there
supposed to me another one submitted?
I can not accept this package until I receive the items above. Please provide them by the end of next week or I will have
to return the project application.
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax[phone]
Georgette.Scott(a?n.:.dei r.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
0 --'-Nothing Compares , .
Email correspondence to ar;d from this h a.-.: 1.= -
North Carolina Public ,. roads Law ni: ."y' y. ,-.. -
23

asRm +b
Add 1itfa 4-1
pARAmo-uNTE
ENGINEERING, 1 N C.
1 2 2 CINEMA DRIVE
WILMINGT ON , 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 5/18/18
I27 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater on the River
Attn: Kelly Johnson Project No. 12293.PE
(We are sending: El Originals ❑Prints ❑Shop Drawings ❑Calculations
The following items: ❑ Correspondence El Plans ❑ Specifications ❑Other as listed below
Quantity Date Dwg.No. Description
1 Overall
1 Phase 1B and 1C Phase 1 Pond 3
1 Phase 2 Phase 3 Pond 2
1 Phase 3A Section 2B Phase 3 Pond 5
1 Phase 3A Section 2C Phase 3 Ponds 4 and 6
1 CD
Issue Status:' ®For Approval ❑As Requested ❑Construction El Bid
❑For Your Use ❑For Review and Comment 0 Approved as Noted 0 See Remarks
'Action Taken: ❑ No Exceptions Taken El Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected-See Remarks 0 Approved as Submitted ❑ Other
'Remarks:
Cc:
Signed:�
Tim Clinkscales,PE,PLS
f
MAY 18201i3 1

DESIGN NARRATIVE
This narrative is to provide a summary of permits and current state of such as of May 2018. As we
discussed in previous response letters, for the sections which were constructed prior to DR Horton
purchasing the property,we are currently under a plan of action to bring the ponds as close to the design
parameters as possible. We have currently as-built surveyed the ponds and are in the process of
providing a contractor with a plan showing area where sediment needs to be removed to bring to the
level of a stormwater pond instead of sediment basin. These ponds include Phase 1-Pond 1 and 2 along
with Phase 3—Pond 1,3 and 7. We plan to have a contractor in place by end of May to start construction
in June. At this time, the ponds will be certified to be ready to turn over to the HOA at the owners
timeline. For the other phases, DR Horton and PEI have been involved in the project, this includes the
ponds in the submittal package — Phase 1 — Pond 3 (Phase 1B/1C), Phase 3 — Pond 2 (Phase 2
(townhomes), part of Phase 3 Section 2B and lots along Hawkeswater Blvd.), Phase 3—Pond 5 (Phase 3
Section 2B)and Phase 3—Pond 4 and 6 (Phase 3 Section 2C).
Summary of Results
Phase 1 Pond 3—
4000 sf per lot impervious
1.5-inch storm
Phase 3—Pond 2—
Townhomes(Phase 2)
23 lots(4500 sf lot impervious per lot)
1.0-inch storm
Phase 3—Pond 5—
4500 sf per lot impervious
1.5 inch storm
Phase 3-Pond 4 and 6
4000 sf per lot impervious
1.5 inch storm •
flECE!'/EFL
MAY 18 2018
BY:
Page 9

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Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, May 17, 2018 10:18 AM
To: 'Tim Clinkscales'
Cc: [e-mail]; [e-mail]; Scott, Georgette
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
It doesn't make any difference under the permit if DR Horton constructed all of the project or a portion of the project. I
understand that they bought the project from a bank, and that some was constructed prior to that point. But, DR
Horton is the permittee for the entire project. DR Horton is responsible for the entire project.
If there are specific design obstacles resulting from this arrangement that you cannot resolve through normal design
mechanisms,then we can discuss those specific points. For example, I have another bank-owned subdivision that had
an infiltration basin blow out. It was a huge 100+dump truck load blowout, and they couldn't put it back because it
would fail again. We worked with them to identify an alternative design to fit that specific circumstance. They ended up
putting in a wet pond that was technically too small, but they demonstrated that it was the best they could do with the
space available. If you have a pond designed/installed before DR Horton that just won't work,then I recommend that
you identify an alternate path forward and we can discuss those issues on a case-by-case basis. But,for the ponds that
just need "math" or"paperwork"to get them in order,those should be simple enough to address.
Thanks,
Kelly
Original Message
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Thursday, May 17, 2018 10:04 AM
To:Johnson, Kelly<[e-mail]>
Cc: [e-mail]; [e-mail]; Scott, Georgette<[e-mail]>
Subject: Re: [External] RE:SW8 130412 Hawkeswater at the River
CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an
attachment to Report Spam.<mailto:[e-mail]>
Just want to clarify the number 1 comment it is regard to the phases that dr Horton has constructed.That is why the
plans and design we have provided are done in that way. I am also confused to the certifications,the permit is still open
and construction going on. Please help me in this point.
Thanks and will try to get all the stuff.Thanks.
Sent from my iPhone
>On May 17, 2018, at 9:25 AM,Johnson, Kelly<[e-mail]>wrote:
>Tim,
> I have spent*hours*trying to organize this file over the past several months. I have submittals from several different
dates representing several different changes to different parts of the project. The pdf email attached has the very
detailed list of items that I identified back in January. I have prepared the attached Excel sheet to try to organize all of
1

the design data for the"'10 ponds, some of which are changing (not sure which ones are changing...). I have attached
the pdf of the diagrams that I prepared detailing the questions I have identified thus far. I have also attached the Add-
Info letter from April,the NOD from December,the permit from October (which contained the 2nd notice of non-
compliance), and the original deficient compliance inspection from August.
>When you resubmit, please ensure that all of these issues in these documents are addressed and in an organized
fashion. The Excel sheet will serve as a simple way to summarize the data.
> 1. If the original permittee didn't have a "realistic" design as you discuss below, please detail how you all plan to
remedy that situation by identifying which ponds are changing, and the specific changes that will be made.
>.
> 2. Submit calculations for all design changes. I don't know which calculations submitted to date represent which
ponds or what is happening to those ponds. (If you want to come slip-sheet out what you have submitted to date,we
can set that up. But, it may be easier to just submit a new,full set of calculations. I have already spent a lot of time
trying to figure out what has been submitted, and I cannot continue to spend time trying to figure out what is being
proposed.)
> 3. Submit all of the forms for each pond, and make sure that the Pond and Phase numbers are consistent between
the calculations, forms, plans and other data.
>4. Submit the deed restrictions, and if there are several documents please ensure that the various phase numbers
can be lined up with the pond numbers and the lot numbers to show that all lots are covered.
>5. Submit the certifications and be sure that the pond numbers and phases are clear regarding which certification is
for which area.
> 6. Submit a full submittal package of plan sheets. (If you want to slip-sheet out the ones that have been submitted
to date please let me know and we can set that up, but I can't tell from the list below what sheets you need for what
ponds/phases/lots/etc).
>7. Make sure that the drainage areas are clear(especially if there is an amenity pond that isn't a stormwater pond..
how does that impact drainage area?)
> If I remember correctly, your January Plan of Action indicated that the necessary work would be completed by March
1st, and so hopefully this is just a matter of getting the paperwork together.
>Thanks,
> Kelly
> From:Tim Clinkscales [mailto:[e-mail]]
>Sent:Wednesday, May 16, 2018 7:36 PM
>To:Johnson, Kelly<[e-mail]>
>Cc:[e-mail]; [e-mail]
>Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
>CAUTION: External email. Do not click links or open attachments unless
>verified. Send all suspicious email as an attachment to Report
>Spam.<mailto:[e-mail]>
2

Johnson, Kelly •
From: Johnson, Kelly
Sent: Thursday, May 10, 2018 8:59 AM
To: 'Tim Clinkscales'
Cc: [e-mail]; [e-mail]
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
5/1'3 i. is.
Thanks,
Keliy
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Wednesday, May 9, 2018 8:28 PM
To:Johnson, Kelly<[e-mail]>
Cc:[e-mail]; [e-mail]
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
CAUTION:External mail. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Kelly
I will need an extension, I have been in and out the last few weeks with a family deal. So 5/18 would be appreciated
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:Johnson, Kelly<[e-mail]>
Sent: Wednesday, April 25, 2018 2:23 PM
To:Tim Clinkscales<[e-mail]>
Cc:[e-mail]; [e-mail]
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Tim,
Please see the attached request for additional information. As you may already know,we no longer send hard copies of
these letters, and so this will be the only copy you receive.
Thanks,
Kelly
1

Roo Vac, A
ROY COOPER
Governor
N
.�
MICHAEL S. REGAN
Secretary
Energy,Mineral& WILLIAM E. (TOBY) VINSON, JR.
Interim Director
Land Resources
ENVIRONMENTAL QUALITY
April 25, 2018
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
State Stormwater Application No. SW8 130412
Hawkswater at the River
Brunswick County
Dear Mr. Loiacono:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for Hawkswater at the River on February 15,2018. A preliminary in-depth review of that
information has determined that the application is not complete.
I have not done any technical review of the information submitted because the Plan of Action in
your 1/19/18 letter indicated that everything would be completed by 3/1/18,which was after this
modification was accepted for review. I have not received further documentation regarding the
current status following the 3/1/18 date. This letter serves as a summary of what has been
submitted and what is needed to begin the technical review. Please resubmit by May 10,2018.
I. History:
a. 8/24/17: Inspection outlining deficiencies to be resolved. In summary:
i. Ponds constructed did not match the permitted plans.
ii. Unpermitted townhomes had been constructed.
iii. Lots constructed did not match the permitted plans.
iv. Deed restrictions in Phases 2 and 3 were not recorded,but homes were
constructed/sold.
v. O&M Agreements are needed for ponds that are modified.
vi. Certifications are needed for ponds no longer being used for E&SC
vii. There were additional items listed for specific ponds.
b. 10/12/17: Permit Modified, cover letter contained a second request to resolve the 8/24/17
issues.
i. Pond Redesign: Phase 3/Pond 4 and Phase 3/Pond 6
ii. Phase 3A Section C: Deed restrictions added to permit.
c, 12/14/17: Notice of Deficiency
d. 2/15/18: Modification Accepted for Review: The Plan of Action in your 1/19/18 letter
indicated that you would submit some items by 1/23/18 and some items by 3/1/18. Since
we are now past both of those dates,please ensure that you fully respond to all items in
'the 8/24/17 letter in your resubmittal package.
tasteofN,taCr:;'cli,aa I L imnmcntaEQu.Iit} Energy.Mina-al and Lai idRc•suurces
Wiimingrrni;Lc gionaiU[IicL 1127OiTi,nai Dike Extrtmin I b1'irteinn;ur,t r 26405
''11O i"C,72;

State Stormwater Permit No. SW8 180218
Page 2 of 3
2. Permit Attachment. 13: We have been using"Permit Attachment I3"to track the design data for
the ponds.
a. Ponds Being Modified: The design data for the Phase 1/Pond 3, and Phases 3/Ponds 2, 4,
5, and 6 has changed since the last version of this table. (These columns are shown in
blue text.) Please clarify that these are the ponds being modified.
b. Is there a pond for"Phase 2"?
c. Please fill out all of the data in yellow.
3. Forms &Calculations: Please submit calculations and supporting documentation(supplements
(including the front/starnped page), O&M, etc)for all ponds that are being modified.
4. Deed Restrictions: Please submit copies of all of the deed restrictions that are referenced in
Attachment B.
a. Deed restrictions should already be recorded for any lots that have been sold. For lots
that have not yet been sold,please submit the standard Deed Restriction form.
b. If the deed restrictions reference map book/page numbers, please submit those
documents as well.
c. If deed restrictions could not be recorded,please ensure that the impervious area for those
lots is accounted for at full built-out as previously discussed.
5. Certifications: Please submit all of the final certifications(as opposed to partial certifications)for
ponds that are no longer under E&SC.
6. Plans:
a. Full Permitted Plan Set as of 10/12/17: The following sheets made up the full permitted
set. Some plans were carried over from 2008, and some were newly permitted on
10/21/17.
i. Approved 9/9/08: Cover sheet, SW-1, SW-3, SW-5,P-1,P-2, P-3, and D-1.
(SW-4 has been replaced by data approved on 10/12/17.)
ii. Approved 10/12/17: C-1.0, C-2.0, C-4.0A, C-4.0, C-4.1, C-6.0, and C-8.0
b. Newer Plans: Since the 10/12/17 permit,you have submitted plans on 11/17/17, 1/23/18,
and 2/2/2018 for this modification. I do not know which plans you intend to be the latest
versions. Please either:
i. Make an appointment to come to DEMLR to sort through the plans you have
submitted since 10/12/17 to make a complete set for review and also make a list
of the specific plan sheets that were approved on 10/12/17 as being unchanged
and are intended to continue to be permitted, or;
ii. Submit a full set of plans to fully replace the previously-permitted set of plans.
c. Also:
i. Please make sure that the latest drainage area map is provided in the package.
ii. Please make sure that the issue discussed over email on 12/28/17 regarding
potential additional lots near 489 Esthwaite Drive SE is addressed.
iii. Please clarify which pond treats "Phase 2"(the townhomes behind the school).
7. Other: Please ensure that any other pertinent information has been submitted. If you would like
to come look through the documents that have been submitted since November, please let me
know and we can set that up.
st of . :re:..a . :dQr AI' : Ens ,,.t ri.neL :r:2 cir' es
'( I :.'`c din Dr c' •r.r . .n 11',•'n�ir.__•.ti,l�:' '� .tr

State Stormwater Permit No. SW8 180218
Page 3 of 3
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to May 10,2018,or the application will be
returned as incomplete. The return of a project will necessitate resubmission of all required items,
including the application fee.
If you need additional time to submit the information,please mail,email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information,which shall be no later than 30
days past the original due date. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned 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,
fdtadoot Art J\A gmco
Environmental Engineer
GDS/kpj: \\\Stormwater\Permits&Projects\20131130412 HD\2018 04 addinfo 130412
enc : Permit Attachment B
cc: Tim Clinkscales, PE,Paramounte Engineering
Wilmington Regional Office Stormwater Permit File
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•
Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday,April 25, 2018 2:23 PM
To: 'Tim Clinkscales'
Cc: '[e-mail]'; '[e-mail]'
Subject: RE: [External] RE: SW8 130412 Hawkeswater at the River
Attachments: 2018 04 addinfo 130412.docx; 2018 04 addinfo 130412.xlsx
Tim,
Please see the attached request for additional information. As you may already know,we no longer send hard copies of
these fetters,and so this will be the oily copy you receive.
Thanks,
Kelly
From:Johnson, Kelly
Sent:Tuesday,January 30, 2018 1:38 PM
To:Tim Clinkscales<[e-mail]>
Cc:Scott, Georgette<[e-mail]>;[e-mail]; [e-mail]
Subject: RE: [External] RE:SW8 130412 Hawkeswater at the River
Tim,
Thanks. Jo dropped off the package from 1/29. I have not gone through it, but just submit all of the items in red by
Friday and I will go through everything when it comes up for review.
But, I do need to figure out the issue with 489 Esthwaite so I can get back to the resident. Here is the google image v/s
the 8/15/17 Sheet C-4.0A. It looks like the pond is built inside the loop of Keekle Lane but permitted outside the loop,
Esthwaite is longer, and the lots will have to be reconfigured. Will there be plans to make the plans match the ground
on Friday? Also, if 3272 is the "new" lot that the resident is looking for please make sure to show it in its entirety on
Friday's plans. In the meantime, I will send him the 3rd photo below.
Thanks,
Kelly
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Cashier, Jo
From: Casmer,Jo
Sent: Thursday, February 15, 2018 6:01 PM
To: 'Anthony E Mills'; 'Tim Clinkscales'
Subject: Hawkeswater at the River;Stormwater Permit SW8 130412
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
accepted the Stormwater Permit Application and $505.00 fee on February 15, 2018. The project has been
assigned to Kelly Johnson and you will be notified if additional information is needed. Please be advised that no
construction activities may commence until the Stormwater Permit is issued.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance &Customer Service
910 796-7336 office
910 350-2004 fax
[e-mail]
127 Cardinal Drive Extension
Wilmington, NC 28405
* : Nothtn, Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

Completeness Review Checklist b I
r i--c_:. 1.\'An~:y C'l 1Les C.J JL Received Date:
Project Location: Pitc t.6 (i C Accepted Date: s �-
Rule(s)' 02008 Coastal 01995 Coastal ' '`Phase II (WiRO.) ®Universal 9 astal
Tye zf Permit: New or Mod or PR Existing Permit#(Mod or PR): /3 d (-L nPE Cert on File?
ID- "E' ,: or LD Type: Commercial or Residential ENCG:
19'0: a(%OK?) :Stream Class: !I SA Map ®Offsite to SW8
Subdhs!ded?: Subdivision or Single Lot I ORW Map ti FlExe=npt
Paperwork Emaiied Engineer our:
fSupplement(s) (1 original per BMP) BMP Type(s):
:C&i`d with correct/original signatures(1 original per 8li!P except LS/VFS and swales)
IL----_-_
with correct/original signatures ®Deed
®Corp or LLC: Sig. Auth. per SoS or letter a I Address: Design Engineer
$505 (within 6mo) --Email Address: Owner
ElSoils Report with SHWT (, / pyu��' .c Note o Retie er:
Calculations (signed/sealed) q FO% f'�'>+l -3-t3A-'. 0 Q g
ElNo obvious errors L3;,n.0 Sc rk-!- p--1-
Density includes common areas, etc a'' /G-Zrt
vc-
eed Restrictions, if subdivided: a_c��c.dl. Alp. c Cc�v--»� a 1 �'
❑Signed & Notarized �C" `-..,,W ,kGG-•-.0 V
C Correct A 'P /8 Sly !a- C Soo t A:
o ect Template (Comm/Res& HD/LD) or Dec. Covenants & Rest. `F`" J
Plans Isit-
b P/A-12,0--i— fo
Sets etails (roads, cul-de-sacs, curbs,sidewalks, BMPs, Buildings, etc) Lte'yl,
Grading Wetlands: Delineated or No Wetlands � c.--4..
icinity Map ay (proposed BUA dimensions)
Legend DA Maps Project Boundaries
Infiltration Wet Pond Offsite
III Soils Report Soils Report OPE Cert for Master Lot#:
SHWT: EISHWT: _ Deed Rest for Master ❑Lot# Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
v
Additional Information: ��'
Permitted Proposed: Pr ;pused: Proposed:
BUA(sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
I
1

PARA JNT
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 2/2/18
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—plan of action
Ann: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑ Originals ®Prints 0 Shop Drawings ® Calculations
The following items: ❑Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
1 Summary
1 Design Narrative Phase 3 Pond 2/Phase 3 Pond 5
2 Plans Phase 3A Section 2B (Phase 3 Pond 5)
1 Updated SWU 101 Chart—Modified Ponds
1 Supplement Phase 3 Pond 5
1 Attachment B
1 Overall Phase Map
Issue Status: ®For Approval ❑As Requested 0 Construction 0 Bid
0 For Your Use ❑For Review and Comment ❑Approved as Noted ❑ See Remarks
'Action Taken: ❑ No Exceptions Taken 0 Make Corrections Noted 0 Amend&Resubmit
❑ Rejected-See Remarks El Approved as Submitted 0 Other
IRemarksJ
Cc Signed:
Tim Clinkscales,PE,PLS
11: CE1VE
FEB 01 20111

pARAmouNTE
E N G I N E E R I N G,
February 2, 2018
State of North Carolina I Environmental Quality I E, M, L, R I Wilmington Regional Office
Attn: Kelly Johnson, Environmental Engineer
127 Cardinal Drive Extension
Wilmington,NC 28405
RE: Request for Additional Information
SW8 130412, Hawkeswater on the River 0
‘4,El)
Brunswick County
RR 0 2 2018
Dear Ms. Johnson, BY.
Please find this letter to try to summarize project.
For the project, Paramounte and DR Horton were involved in the direct design, permitting and
construction for the following ponds and phases. I am using the attachment summary as a
basis. For the Phase 1 portion, Pond 1 and 2 were constructed before purchase by DR Horton,
as stated in previous response letters/emails, PEI has performed as-built survey on the ponds
and working with applicant on items to address before certification. For Pond 3, we have
submitted updated plans, calculations, etc, for this section we are designing for the 1.5" storm
and 4000 sf/lot, we are in the process of recording the updated restrictions but provided
signed deed restrictions reflecting such.
For Phase 2, this is only for construction purposes, this phase of construction part of the Phase
3 Pond drainage area that have been provided in the past. For this submittal,providing our
calculations, and supplement, the design is based on the 1" storm since pond construction
only completed by applicant and no additional BUA added. For the final permit, have shown
the BUA in the townhomes is less than future BUA in the 2013 permit. Have updated
attachment B to reduce total BUA since not required. This Pond has a partial certification
because plants need to be replanted.
For Phase 3, Pond 1, 3 and 7, constructed before purchase, survey and plan of action by
applicant
For Phase 3, Pond 5, have provided updated calculations, supplements, etc. The only item
updated is moving pond not adjacent to wetlands, have provided a partial certification minus
the plantings on the shelf. Designed for 1.5" storm
1 2 2 CINEMA D R I V E, W I L M I N G T O N , NC 2 9 4 0 3
PH : ( 9 1 O ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0

P2pN:I:FJ
.
For Phase 3, Pond 4 and 6, submitted in May, August and October of 2017. All
documentation updated, was designed for 1.5" and 4000 sf/lot.
As shown in the attachment, all lots including 3272 part of stormwater pond area and
impervious accounted for
Sincerely,
Paramounte En ' eering,Inc.
Tim Clinkscales, . ., .L.S.
1 2 2 CINEMA D R I V E, W I L M I N G T O N , NC 2 13 4 D 3
PH : ( 9 1 D ) 7 9 1 - 6 7 D 7 F A X : (9 1 0 ) 79 1 - 6 7 6 D

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Johnson, Kelly eilisAOUPtk
From: Johnson, Kelly
Sent: Tuesday, January 30, 2018 1:50 PM
To: 'ch [e-mail]'
Subject: RE: [External] Re: SW8 130412, Hawkeswater State Stormwater
Mr. Cataldo,
Google hasn't pinpointed your exact location yet. (It must be a brand new house.) But from talking with the engineer i
think you are concerned about Lot 3272 which will be as shown below. I suspect that there will be significant changes to
the layout of Keekle Lane by comparing the full plan I have to Google Earth. I am still waiting on plans for this area from
the engineer. But this is the direction he is headed.
If you have further questions please let me know.
Thanks,
Kelly
-tTer
1
•' 1 + • •)r
i
•
a ow Imo so ism pm
1st
From: [e-mail] [mailto:[e-mail]]
Sent: Monday,January 29, 2018 4:47 PM
To:Johnson, Kelly<[e-mail]>
Subject: Re: [External] Re:SW8 130412, Hawkeswater-State Stormwater
CAUTION:External email..Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
I report.spamtAnc.gov.i
Kelly,
My address is 489 Esthwaite Drive SE Leland
1

Thank You for your assistance
Original Message
From: Johnson, Kelly <kelly.p.lohnsonancdenr.gov>
To: chuckcataldo <chuckcataldo a.verizon.net>
Sent: Mon, Jan 29, 2018 10:55 am
Subject: RE: [External] Re: SW8 130412, Hawkeswater- State Stormwater
Mr. Cataldo,
I was out of the office all last week. But, I saw an email that he had submitted the package but we needed some
additional items such as signatures. Those are due by this Friday, 2/2. (I haven't gone through the package personally).
I think you are trying to find out if he is going to add a new lot near your house? If you can tell me your address I can
find out where that is on the plan and email you a photo of that area of the proposed plans. But, please keep in mind
that these plans are *not permitted* they are only in review and aren't final until after they have been reviewed and
stamped "Approved".
Thanks,
Kelly
From: [e-mail] [mailto:[e-mail]]
Sent: Friday,January 26, 2018 2:28 PM
To:Johnson, Kelly<[e-mail]>
Subject: [External] Re: SW8 130412, Hawkeswater-State Stormwater
(<'3,1;410i External email Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
Hi Kelly:
Did D.R. Horton ever respond to the 12/14/17 Notice of Deficiency? If so, may I please have a copy if possible.
Thank you.
Chuck Cataldo
Original Message
From: Johnson, Kelly <kelly.p.johnson(c�ncdenr.gov>
To: chuckcataldo <chuckcataldoaverizon.net>
Cc: Tim Clinkscales <tclinkscalesaparamounte-enq.com>; MCLoiacono <MCLoiaconodrhorton.com>; AEMills
<AEMillsadrhorton.com>
Sent: Thu, Dec 28, 2017 10:17 am
Subject: SW8 130412, Hawkeswater State Stormwater
Mr. Cataldo,
The 11/17/17 plans are outdated and were not accepted. I mailed a Notice of Deficiency on 12/14/17 which is due on
1/16/18. I see a note on file that you stopped by on 12/20/17 and spoke with my co-worker, Christine Hall, while I was
out of the office. I understand that you own the lot adjacent to the common area just before the next phase (left side of
the plan sheet for Phase 3A), and that it appears that a home is intended to be constructed in the common area because
a sewer line has been installed. I have cc'd the developer and their engineer,Tim Clinkscales, so that they are aware of
your concerns an can address them appropriately in their 1/16/18 response.
Thanks,
Kelly
2

From: [e-mail] [mailto:[e-mail]]
Sent:Thursday, December 28, 2017 7:29 AM
To:Johnson, Kelly<[e-mail]>
Subject: [External] Hawkeswater at the River
External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
[e-mail].
Ms. Johnson,
I am a homeowner in the Hawkeswater Development. I would like to make an appointment to review the latest set of
documents submitted
by D.R. Horton on November 17, 2017 regarding NC Stormwater Permit No. SW8 130412. I visited your office before
Christmas and did a cursory
review and found some discrepancies in their submittal. Please let me know when you are available. My phone number is
973-943-5909 if you need
to contact me.
Thank you
Charles Cataldo
3

PARAMouNT
E N G 1 N E E R 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 1/29/18
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—plan of action
Attu: Kelly Johnson Project No. 12293.PE
IWe are sending: ❑Originals /1 Prints El Shop Drawings ® Calculations
The following itemsi ❑ Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
1 Deed Restrictions(Original and Copy)
1 O&M(Original and Copy)
1 SWU—101 (Original and Copy)
1 Wet Pond Supplement
Issue Status ►5 For Approval ❑As Requested El Construction ❑Bid
0 For Your Use ❑For Review and Comment ❑Approved as Noted 0 See Remarks
'Action Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted 0 Amend&Resubmit
❑ Rejected-See Remarks ❑ Approved as Submitted ❑ Other
'Remarks:
Kelly enclosed are the signed permits per Georgette's email. The certification is for two ponds as shown on the
permit
Cc: Signed:
Tim Clinkscales,PE,PLS
flCEIVE
JAN 2 9 ZUW
BY:

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 1/23/18
127 Cardinal Drive Extension
Wilmington,NC 28405 Re: Hawkeswater
SW8 130412 Modification—plan of action
Attn: Kelly Johnson Project No. 12293.PE
[we are sending: ❑ Originals ®Prints ❑Shop Drawings ® Calculations
The following items: ❑ Correspondence ® Plans ❑ Specifications ®Other as listed below
Quantity Date Dwg.No. Description
2 Design Plans(24x36)—Phase 1B/1C
1 Design Narrative—1B/IC
1 Deed Restrictions—1 page
1 Certification for Phase 2 pond and Phase 3 Pond 5
1 Response Letter
1 $505 Modification check
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 �} a
Remarks: A Cam"
Kelly enclosed are the modifications for Phase 1B/1C along with ertifications or the 2 ponds above minus the
Vegetated shelf for each pond. Also included plan of action for existing ponds and timeframe pe comment#4
Will provide final signatures for modification upon receiving originals from c'ent
Cc: Signed.
Tim Clinkscales,P
rECEIVE
JAN 23 2fli
s

Completeness Review Checklist
Project vamr': Zr W Received Date:
Project Location: Accepted Date:
Rule(s) 02008 Coastal ■ 1995 Coastal Phase II (WiRO.) OUniversai 01988 Coastal
Type of Permit: New or Mod .r PR Existing Permit#(Mod or PR): 204 pa nPE Cert on File?
Density: HD Type: ..;,, ;�F
or LD yp C . gal or Residential ®NCG:
%: n(%OK?) ,Stream Class: EiSA Map EDOffsite to SW8
Subdivided?: Subdivision or Single Lot
71-10RW Map Exempt
Paperwork Emailed Engineer on:
Supplement(s) (1 original per BMP) BMP Type(s):
O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
®Application with correct/original signatures Deed
❑Corp or LLC: Sig. Auth. per SoS or letter ®Email Address: Design Engineer
El$505 (within 6mo)
Email Address: Owner
Soils Report with SHWT Note to Revieweit
Calculations (signed/sealed)
EINo obvious errors
Density includes common areas, t
\ \"11\ 2 rI
Deed Restrictions, if subdivided:
Signed & Notarized 0.� 1\
Correct Template (Comm/Res& HD/LD) or Dec. Covenants:& Rest. .�
Plans '
02 Sets Details (roads,cul-de-sacs, curbs, sidewalks. BMPs, Buildings,etc)
'Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
EDLegend EDDA Maps ®Project Bou ries
Infiltration I Wet Pond Offsite
Soils Report DSoils Report 'rI PE Cert for Master Lot#:
SHWT: SHWT: Deed Rest for Master Lot# Matches Master
Bottom: PP: UA Permitted (Master): sf
Visited: - l BUA Proposed (Offsite): sf
Additional Information: 1 #"+!
Permitted Proposed: Proposed: g Proposed:____
BUA(sf) ( f ' {
I-- ! 4
DA (sf)
PP (el)
SHWT(el) —
Depth (ft) `�_�
SA(sf) i

ç) cAI\ 1'tCOAJ
P uNTE
E N G 1 N E E R 1 N G. 1 N C.
January 19, 2018
State of North Carolina I Environmental Quality I E, M, L, R I Wilmington Regional Office
Attn: Kelly Johnson, Environmental Engineer
127 Cardinal Drive Extension
Wilmington, NC 28405
rECEIVE
RE: Request for Additional Information
SW8 130412,Hawkeswater on the River JAN 2 3 2018
Brunswick County
6Y•
Dear Ms. Johnson,
Please find this letter in response to your Request for Additional Information for
Hawkeswater on the River letter dated December 14,2017.
1. Deed Restrictions
• Enclosed is the overall deed restrictions depicting 4500 sf/lot and the
signed applications for Lots 3273-3332 (Phase 3A Section 2C) for 4000
sf/lot. The update to the deed restrictions for these lots were provided in ? �"�
the previous Submittal-in October- In addition for Phase 1B/1C drainage
area(Pond#3/Phase 1) which include lots 1-80 per provided plans will
have 4000 sf/lot. These deed restrictions are in the process of being
updated for the phases shown above
2. Phase 1B/1C—Pond#3 Phase 1 per the prior approval
• Enclosed is the plans and calculations for this phase, for this phase also
used the 1.5" storm which defers from the approved permit.
3. Certifications—DR Horton constructed ponds
• Provided for Phase 2 and Phase 3—Pond 5—both ponds meet the volume,
surface area and outlet structure requirements, but vegetated shelf will be
required to be updated, therefore putting the qualifier on the certification
4. Please plan of action for existing ponds
• For the ponds that were designed by others, and constructed before DR
Horton became owner of property. Paramounte staff has visited the site,
performed the necessary as-built survey's. The ponds meet the surface
area, outlet structure and volume requirements. Will have to be stabilized
with vegetated shelf planted along with some minor grading to ensure
forebay volumes. The plan action will include by 3/1 to do the necessary
construction to the ponds, send a modification along with certification of
ponds. We will use the existing drainage basins on the plans to verify all
impervious calculations. We will keep NCDEQ staff informed of any
1 2 2 CINEMA D R I V E, W I L M I N G T O N , NC 2 B 4 0 3
PH : ( 9 1 D ) 7 9 1 6 7 0 7 F A X : ( 9 1 01 7 9 1 - 6 7 6 0

POJNTFI
ENGINEERING, 1 N C.
other items that may arise during the minor grading of the ponds. Note,
all ponds were designed to the 1" storm and arc based on cart in the
approved permit from 4/30/13.
Thank you for your attention to this matter. If you have any questions regarding any of this
information or require additional material,please feel free to call. Thank you for your time
and effort.
Sincerely,
Paramounte Engineering, Inc.
Tim C inkscales, P.E., P.L.S.
1 2 2 CINEMA D R I V E, W I L M I N G T O N , NC 2 6 4 0 3
P H : ( 9 1 O 1 7 9 1 - 6 7 0 7 FAX : ( 9 1 O 1 7 9 1 - 6 7 6 0

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, January 19, 2018 2:32 PM
To: 'Tim Clinkscales'
Cc: [e-mail]; [e-mail]
Subject: RE: [External] RE: SW8 130412, Hawkeswater State Stormwater
Tim,
Please just address how to fix and certify the project as a whole in next week's Plan of Action. l will be out of the office
all week next week, but we can talk after that if needed.
Thanks,
Kelly
From:Tim Clinkscales [mailto:[e-mail]]
Sent: Friday,January 19, 2018 1:34 PM
To:Johnson, Kelly<[e-mail]>
Cc: [e-mail];[e-mail]
Subject: RE: [External] RE: SW8 130412, Hawkeswater-State Stormwater
CAUTION:External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
report.sparnginc.gpv.
Kelly keeping everyone up to date on things. We finished our survey last week on the existing ponds before Horton took
over as the buyer. There are some items that need to remedied on the construction side before we can certify. We are
working with Andy at DR Horton, but no way to have complete by the 23rd. We are finalizing our action of plan to
update and will give a schedule first of the week. Again these are the ponds that neither DR Horton or Paramounte had
control over the design and construction. It is the realty of the situation but we will have to get an extension if the
existing ponds are required to be certified by the 23rd date. Again will provide a date first of the week and action
plan. Please respond that you receive such and any questions. Give me a call as you need to. Thanks for your time and
have a good day
Tim
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 [mailto:[e-mail]]
Sent:Thursday,January 11, 2018 12:23 PM
To:Tim Clinkscales<[e-mail]>; [e-mail]
Cc: MCLoiacono(«drhorton.com; [e-mail]
Subject: RE: [External] RE:SW8 130412, Hawkeswater-State Stormwater
Tim,
1

OK. We will extend until 1/23.
Thanks,
Kelly
From:Tim Clinkscales [mailto:tclin [e-mail]]
Sent:Thursday,January 11, 2018 11:37 AM
To:Johnson, Kelly<kc llv.p.inhnsonEncdenr_gov>; chuckcataidc r verizon.net
Cc: [e-mail];AEMills n drhortor.com
Subject: [External] RE: SW8 130412, Hawkeswater-State Stormwater
I ::AUl ION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
report.sparnPnc.gay.
Kelly
We are in the process of surveying the existing ponds—ie the ones before DR Horton bought the neighborhood. We
need a week extension based on not being able to shoot them until yesterday today and tomorrow because of ice in the
ponds. Please let me know if any issue with such
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 [mailto:[e-mail]]
Sent:Thursday, December 28, 2017 10:17 AM
To:[e-mail]
Cc:Tim Clinkscales<[e-mail]>; [e-mail];[e-mail]
Subject:SW8 130412, Hawkeswater-State Stormwater
Mr. Cataldo,
The 11/17/17 plans are outdated and were not accepted. I mailed a Notice of Deficiency on 12/14/17 which is due on
1/16/18. I see a note on file that you stopped by on 12/20/17 and spoke with my co-worker, Christine Hall,while I was
out of the office. I understand that you own the lot adjacent to the common area just before the next phase (left side of
the plan sheet for Phase 3A), and that it appears that a home is intended to be constructed in the common area because
a sewer line has been installed. I have cc'd the developer and their engineer,Tim Clinkscales, so that they are aware of
your concerns an can address them appropriately in their 1/16/18 response.
Thanks,
Kelly
From: [e-mail] [mailto:[e-mail]]
Sent:Thursday, December 28, 2017 7:29 AM
To:Johnson, Kelly<[e-mail]>
Subject: [External] Hawkeswater at the River
2

CAUTION!:External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to
Ms. Johnson,
I am a homeowner in the Hawkeswater Development. I would like to make an appointment to review the latest set of
documents submitted
by D.R. Horton on November 17, 2017 regarding NC Stormwater Permit No. SW8 130412. I visited your office before
Christmas and did a cursory
review and found some discrepancies in their submittal. Please let me know when you are available. My phone number is
973-943-5909 if you need
to contact me.
Thank you
Charles Cataldo
3

Johnson, Kelly
From: Hall, Christine
Sent: Wednesday, December 20, 2017 11:38 AM
To: Johnson, Kelly
Cc: Brown, Creighton A; Scott, Georgette
Subject: SW8 130412, Hawkeswater
Hey Kelly,
Heads up! There was a walk in today asking questions about this project—Chuck C. (file review slip w/Chuck's full
name should be in the file) He owns the lot adjacent to the common area just before the next phase (left side of the
plan sheet for Phase 3A). He indicates that they are making moves to construct a house on this common area (a sewer
line has been installed). He made a copy of your recent NOD. I suggested he call or e-mail you to follow up.
Creighton talked with him for a bit about his sediment concerns and I also referred him to Bridget Flora for his quantity
concerns.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources • State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
:" .t! Compares.
correspondence, to and from lu :;udress i3 sub1.,ct to the
No a au-cline Fttht i. Records!_F+4''and may be Ci Cbbsed to til±''(7
1

ROY COOPER
r. Governor
MICHAEL S. REGAN
Secretary
Energy,Mineral TRACY DAVIS
Land Resources
Director
ENVIRONMENTAL QUALITY
December 14, 2017
D.R. Horton,Inc.
Attn: Mr. Michael C. Loiacono,Vice President
1121 Military Cutoff Road, Suite C-322
Wilmington,NC 28405
Subject: NOTICE OF DEFICIENCY
NOD 2017-PC-0264
Ilawkswater at the River
Stormwater Permit No. SW8 130412
Brunswick County
Dear Mr. Loiacono:
On December 14,2017,Kelly Johnson of the Wilmington Regional Office of the Division of Energy,
Mineral and Land Resources (DEMLR)conducted a file review of the subject project in Brunswick
County to determine compliance with Stormwater Management Permit Number SW8 130412 issued most
recently on October 12, 2017. DEMLR file review and site inspection revealed that the site is not in
compliance with the terms and conditions of this permit. Please fmd a copy of the completed form
entitled"Compliance Inspection Report" attached to this letter,which summarizes the findings of the
recent file review inspection.
The enclosed letter dated August 24, 2017 itemizes the deficiencies that must be resolved. The permit
was modified on October 12,2017, and the permit cover letter contained a second request to resolve the
issues identified in August. A package was received on November 17,2017, but that package was not
complete. DEMLR sent the enclosed three emails attempting to obtain the rest of the package,but the
emails have not been returned. The incomplete package has not been accepted for review. Please submit
either a complete application package addressing the August 24,2017 letter or a letter outlining the
specific actions that will be undertaken and the time frame that will be required to correct the deficiencies
by January 16,2018. Failure to provide the requested information, or to respond to this letter by the due
date, may initiate enforcement action including the assessment of civil penalties of up to $25,000 per day.
If a written plan of action is not submitted to this office by January 16,2018 then DEMLR staff will re-
inspect the site and issue a Notice of Violation if the listed deficiencies have not been addressed.
Please be reminded that if an ownership change, or a name change or a mailing address change has
occurred, it is your responsibility to submit a completed and signed Name/Ownership Change form to the
Division. Please include the name, mailing address and phone number of the party who is now
responsible for this permit.
State of North Carolina 1 Environmental Quality I Energy.Nftneral and Land Resources
Wilmington Regional Office I l2i Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215

State Stormwater Permit No. SW8 130412
Page 2 of 2
If you have any questions, please contact Kelly Johnson at the Wilmington Regional Office,telephone
number(910) 796-7331.
Sincerely,
.fix Tracy Davis, P.E.,Director
Division of Energy,Mineral and Land Resources
enc: Compliance Inspection Report,December 14, 2017
Emails: 11/20/17, 12/4/17, and 12/11/17
Permit Cover Letter, October 12,2017
Inspection Letter,August 24,2017
GDS/kpj: \\\Stormwater\Permits &Projects\2013\130412 HD12017 12 NOD 130412
cc: Tim Clinkscales,PE, Paramounte Engineering
Georgette Scott,Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater File
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
W imingron Regional Office I 12;Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215

•
Compliance Inspection Report
Permit: SW8130412 Effective: 10/12/17 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-
B-
9-
On-Site Representative(s):
Related Permits:
Inspection Date: 12/14/2017 Entry Time: 09:OOAM Exit Time: 10:00AM
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

r
•
Permit: SW8130412 Owner-Project: D R Horton Inc
Inspection Date: 12/14/2017 Inspection Type Compliance Evaluation Reason for Visit: Follow-up
File Review Yes No NA NE
Is the permit active? IN ❑ 0 0
Signed copy of the Engineer's certification is in the file? ❑ Ili ❑
Signed copy of the Operation&Maintenance Agreement is in the file? ❑ 0 ❑
Copy of the recorded deed restrictions is in the file? ❑ L,.' ❑ ❑
Comment: File Review Inspection: The 8/24/17 and 10/12/17 letters have not been resolved.
Deed restrictions are needed.
O&M reflecting the final designs for the ponds are needed.
Certifications are needed for ponds that have finished construction.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ LI ❑ ❑
Is the BUA(as permitted)graded such that the runoff drains to the system? ❑ 0 ❑ ❑
Comment: Modification is needed.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ MI ❑ ❑
Are the inlets located per the approved plans? ❑ • ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑
Comment: Modification is needed.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ III ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ ■
DWQ upon request?
Comment: Maintenance is needed.
page: 2

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, December 11, 2017 9:30 AM
To: '[e-mail]'
Cc: 'Tim Clinkscales'; [e-mail]
Subject: Hawkeswater at the River(State Stormwater Permit- SW8 130412)
Attachments: 2017 08 CEI_deficient 130412.docx; 2017 10 permit 130412.docx
Mr. Loiacono,
We received a partial application for this project three weeks ago, but the rest of the package has not yet been
received. This is to address the attached non-compliant inspection from August. Please ensure that the necessary
information is submitted as soon as possible.
Thanks,
Kelly
•
From:Johnson, Kelly
Sent: Wednesday, December 06, 2017 9:17 AM
To: 'Tim Clinkscales' <[e-mail]>
Subject: FW: [External] Hawkeswater at the River(SW8 130412) Extension
Tim,
I need to get this resolved. What is the timeframe?
Thanks,
Kelly
From: Johnson, Kelly
Sent: Monday, December 04, 2017 9:01 AM
To: 'Tim Clinkscales'<[e-mail]>
Subject: FW: [External] Hawkeswater at the River(SW8 130412) Extension
•
Tim,
I haven't seen this come in yet?
Thanks
Kelly
From:Johnson, Kelly
Sent: Monday, November 20, 2017 10:06 AM
To: 'Tim Clinkscales' <[e-mail]>
Subject: RE: [External] Hawkeswater at the River(SW8 130412) Extension
Tim,
I received several items on this, but the package does not appear to fully respond to the attached inspection letters. For
instance, I do not see an application. If a pond (ponds?) are changing (or are changing locations?)then it seems that the
drainage area(s) would be changing and subsequently the calculations would change. If so,then this is a standard
modification ($505) as opposed to a minor modification (previously called a Plan Revision,$0). Also, I am not sure I
understand the deed restriction discussion in the narrative. It says that the permittee has provided deed restrictions for
i

the lots that they are reesponsib.le for since buying the land out of foreclosure in 2011? It looks like this project was
originally issued to another entity, and DR Horton acquired it and obtained a new permit for it (SW8 130412) in April
2013. That permit says 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". It seems that if there was some unusual situation for not
requiring deed restrictions on some of the lots that that would have been specified in the 2013 permit? It seems that
there should be deed restrictions for all of the lots.
Thanks,
Kelly
From:Johnson, Kelly
Sent: Monday, November 13, 2017 9:21 AM
To: 'Tim Clinkscales' <[e-mail]>; Scott, Georgette<[e-mail]>
Subject: RE: [External] Hawkeswater at the River (SW8 130412) Extension
OK. Please submit by 11/17.
Thanks,
Kelly
From:Tim Clinkscales [rnailto:[e-mail]]
Sent: Sunday, November 12, 2017 9:13 PM
To: Johnson, Kelly<[e-mail]>; Scott, Georgette <georgette.scottOncdenr.gov>
Subject: [External] Extension
I CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
report.spamPnc.gov: .• .
Kelly/Georgette,
Trying to get the deed restrictions looked at completely. Since some of the sections were before Horton constructed
and were not owned by them. I am asking for an extension to Friday the 17tn
Thanks
Tim
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
1 22 Cinema Drive
Wilmington, NC 28403
OFFICE: (91 0) 791-6707
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
•