SW8080107_HISTORICAL FILE_20190405

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 nR010�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2aiyC4aS
YYYYMMDD

Burd, Tina J
From: Burd, Tina J
Sent: Friday, April 5, 2019 10:04 AM
To: 'Matt Haley'
Subject: SW8 080107 - Compass Pointe West Commercial
Attachments: SW8 080107.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on April 3, 2019, which will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer, Christine Hall,
PLEASE•DO VOT RESPOND TO THIS EMAIL?
Best Regards,
Tina Burd
Administrative Associate 11
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
I
YT
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

ROY COOPER
Governor
MICHAEL S. PEGAN
Secretary
S. DANIEL SMITH
Interim Director
April 3, 2019
Flood Creek, LLC
Attn: Bobby Harrelson, Manager
H 5 North Third Street., Suite 300
Wilmington, NC 28401
NORTH CAROLINA
Environmental Quality
Subject: Approved Minor Modification
Stormwater Permit No. SW8 080107
Compass Pointe West Commercial
Brunswick County
Dear Mr. Harrelson:
On March 27, 2019, the Wilmington Regional Office of the Division of Energy, Mineral and farad
Resources received and accepted a complete minor modification application for changes to the approved
plans for Stormwater Management Permit Ntin,ber SW8 080107. It has been determined that the nature
of the proposed change meets the definition of a minor modification in that it does not result in an
increase in the size of the permitted stormwater control measure (SCM) and does not increase the amount
of built -upon area. Please refer to Attachment C for a detailed description of the current proposed minor
modification and a list of all the past modifications approved during the effective period of the permit.
We are forwarding you an approved copy of the modified plans for your files. Please replace the old
approved plan sheets with the new ones. Please replace the previously issued pen -nit with the revised
pennit, dated April 3, 2019, attached, including revised deed restrictions. This revised permit does not
impose new or different terms; it merely restates some of the previous terms to provide you with a better
understanding of your obligations under the permit.
Please be aware that. all terns and conditions of the permit issued on'April 3, 2019, remain in full force
and effect, including.the requirement to revise or amend the recorded deed restrictions with the
updated built -upon area allocations. Please also understand that the approval of this minor modification
to the subject State Stormwater Permit is done on a case -by -case basis. Any other changes to this project
must be approved through this Office prior to construction. The approval of this minor modification does
not preclude the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval
prior to construction.
If you have any questions concerning this matter, please 'do not hesitate to call me at [phone] or
via email at christitie.ltall@ncdenr,gov,
Sincerely,
Christine Hall
Environmental Engineer
Enclosures: Attachment B — Built -Upon Area Allocation
Attachment C — Permitting History
GDSlcanh: 111StormwaterlPermits & Projects120081080107 HD12019 04 permit —minor 080107
cc: Michael I -louse, PE; Cape Fear Engineering
Brunswick County Engineering r
(M�66gtorl RRegional_Office_Stormwater_F.ile
North Carolina Department of Environmental Quality [ Division of Energy, mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NQRTI CAF�OLINA
°q'°"'"° d�TM�� 910.796.7215

y State Stormwater Management Systems
Permit No. SIN8 C80107
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Hood Creek, LLC
Compass Pointe West Commercial
Intersection of Compass Pointe South Wynd &, US 74176, Leland, Brunswick County
FOR THE
construction; operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as the
"stormwater rules') the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until August 18, 2023, and shall be subject to
the following specified conditions and limitations:
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data. The maximum amount of built -upon area (BUA)
allowed for the entire project is 1,043,500 square feet.
2. The subdivision is permitted for two outparcel lots, limited to a maximum amount of built -upon
area as indicated in Section 1.8 and Section 11.3 of this permit.
3. The stormwater system has been approved for the management of stormwater runoff as
described in this section and Section 1.9 of this permit. The runoff from all built -upon area
within the permitted drainage areas of this project must be directed into the permitted
stormwater control measures. The stormwater controls labeled Pond 1 and Pond 2 have been.
designed to handle the runoff from 625,000 and 418,500 square feet of built -upon area,
respectively. The built -upon area for future development within the drainage areas labeled
Pond 1 and Pond 2 is limited to 329,402 and 375,208 square feet; respectively.
4. The drainage areas will be limited to the amounts of built -upon area indicated in Sections 1.3
and 1.8 of this permit; and per approved plans.
5. A 50-foot wide vegetative buffer must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of'each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline in accordance with the stormwater rules and the
approved plans and specifications.
6. All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 080107
7. Each commercial lot whose ownership is not retained by the permittee shall submit a separate
off -site stormwater permit application to the Division and receive approval prior to construction.
Prior to the discharge of stormwater runoff from any lot into the approved stormwater system;
the permittee shall ensure that the owner of the commercial lot has obtained the separate off -
site stormwater management permit.
8. The following design criteria have been permitted for the wet detention pond and it must be
provided and maintained at the design condition:
Pond I Pond 2
Drainage Area, acres:
Onsite, ft2-,
Offsite, ft2:
19.19
835,816
0
12,88
561,241
0
Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2: (Lot #1)
Offsite, ft2: (Lot #2)
Future, ft2:
625,000
44,637
210,407
40,554
329,402
418,500
42,141
1,151
0
375.208
Average Pond Depth, feet:
6.0
I 6.0
TSS removal efficiency:
90
I 90
Design Storm, inches:
1.5
I 1.5
Permanent Pool Elevation, fmsl-
44.50
I 26.50
Permanent Pool SA, ft2:
44,152
25,354
Permitted Storage Volume, ft3:
Design Storage Elevation, fmsL
Controlling Orifice, o inches:
77,882
, 51,085
46.10
28.26 I
3.50
3.50
Permanent Pool Volume, ft3:
233,517
132,662
Forebay Volume, ft3:
54,834
38,251
I Maximum Fountain HP:
314
I 1/2
Receiving Stream ! River Basin:
Alligator Branch /
Cape Fear
Stream Index Number:
18 — 66 - 4
Classification of Water Body:
C;Sw
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety; vegetated and
operational for its intended use prior,to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. If the stormwater system is used as an Erosion Control device, it
must be restored to design condition prior to operation as a stormwater treatment device, and
prior to occupancy of the facility.
3. Recorded deed restrictions and protective covenants must be recorded with the Office of the
Register of Deeds, will be incorporated into this permit by reference, and include, at a
minimum, the following statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 080107, as issued by the Division of
Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
c. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 080107
f. The maximum built upon area allocated to the outparcels is as follows:
Lot # 1 211, 558 sf
Lot #2 40,554 sf
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 from the built -upon areas on the lot must drain into the permitted system. This
may be accomplished through providing roof drain gutters; which drain to the pond or
street, grading the lot to drain toward the street or directly into the pond, or grading
perimeter swales and directing them into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters;
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of each side of streams and rivers and the mean high water
line of tidal waters.
j, Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rules is subject
to enforcement procedures as set forth in G.S. 143, Article 21.
k. Each lot within the subdivision whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division and receive a permit prior to any construction on the lot.
4. 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.
5. The maximum built -upon area assigned to each lot via this permit and the recorded
deed restrictions and protective covenants may not be increased or decreased by either
the individual lot owner or the permittee unless and until the permittee notifies the
Division and obtains written approval from the Division.
6. The permittee shall review each lot for new construction and all subsequent modifications and
additions to ensure compliance with the conditions of the permit and the approved plans and
specifications. The plans reviewed must include all proposed built -upon area, grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed built -upon area has been exceeded, or where modifications to the grading or to the
storm drainage system are proposed unless and until a permit modification has been approved
by the Division. The permittee may establish an Architectural Review Board (ARB) or
Committee (ARC) to conduct these reviews. However, any approval given by the ARB or ARC
on behalf of the permittee does not relieve the permittee of the responsibility to maintain
compliance with the conditions of the permit and the approved plans and specifications.
7. The permittee is responsible for verifying that the proposed built -upon area on each individual
lot and for the entire project does not exceed the maximum amount allowed by this permit.
The permittee shall routinely monitor the lots for compliance with permit, the approved plans
and specifications, and the recorded deed restrictions and protective covenants. The permittee
shall notify any lot owner that is found to be in noncompliance with the conditions of this permit
in writing, and shall require timely resolution.
8. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
9. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 080107
10. Decorative spray fountains are allowed in the ponds, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
c. The fountain may not be placed into the forebay.
d. The falling water from the fountain must be centered in the pond, away from the shoreline.
e. The maximum horsepower for a fountain in Pond 1 and Pond 2 is 3/ HP and 112 HP;
respectively.
11. 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.
12. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
'Operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications; and other
supporting documentation. Any deviations from the approved plans and specifications must
be noted on the Certification. A modification may be required for those deviations.
13. All stormwater collection and treatment systems must be located in either public rights -of -way;
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights -of -way, common areas and easements; in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
14. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans;
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
stormwater control measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Altering, modifying, removing; relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure; stormwater collection system
and/or vegetative conveyance system shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material within the common areas to be considered a permeable surface that were not
included in the approved plans and specifications,
g. Other modifications as determined by the Director.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by Division personnel.
The project and the stormwater facility must be in substantial compliance with all permit
conditions. Any items not in substantial compliance must be repaired, replaced or restored to
design condition prior to the transfer. Records of maintenance activities performed to date will
be required.
16. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 080107
111. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the Stormwater rules is subject to enforcement procedures as set forth
in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state; and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take immediate
corrective action, including those as may be required by this Division, such as the construction
of additional or replacement stormwater management systems. Additional or replacement
stormwater management systems shall receive a permit from the Division prior to construction,
4. Permit Transfer: 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 'Permit
Transfer Application Form" (available on the Division website) accompanied by the required .
fee and supporting documentation as listed on the form; to the Division at least 60 days prior
to any one or more of the following events:
a. 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 and protective
covenants;
b., The assignment or conveyance of declarant rights to another individual or entity;
c. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
e. Bankruptcy;
f. Foreclosure, subject to the requirements of Session Law 2013-121;
5. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee:
6. 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.
7. The permittee grants DEMLR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
8. The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do
not stay any permit conditions.
9. Approved plans, calculations; supplement forms, operation and maintenance agreements and
specifications for this project are incorporated by reference and are enforceable parts of the
permit. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
10. Unless specified elsewhere, permanent seeding requirements for the stormwater control
measure must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 080107
11. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit; or terminating the permit as allowed by the laws,
rules and regulations contained in Session Law 2006-246, Title 15A NCAC 2H.1000, and
NCGS 143-215.1 et.al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit modified, updated, and reissued this the 31 day of April 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
. S. Daniel mith, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 080107
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 080107
Compass Pointe West Commercial
Stormwater Permit No. SW8 080107
Brunswick County
Designer's Certification
i; as a duly registered in the State of North
Carolina; having been authorized to observe (periodically/ weekly/ full time) the construction of the
project;
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. S1N8 080107
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. All roof drains are located such that the runoff is directed into the system.
.5. The outlet structure elevations are per the approved plan,
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes 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 and located per the approved plans.
13. All required design depths are provided.
14, All required parts of the system are provided, such as a vegetated shelf; and a forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common areas,
or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Inspector; Brunswick County Building Inspections
ri
Page 8 of 8

Attachment B - BUA Lot Allocations
Compass Pointe west Commercial
Master Permit No. SW8 080107
Lot # from
Drains to
Pond 1
Pond 2
Total
Retarded Covenants
Loi Area
Allocated
Proposed
Allocated
Lot Area
Proposed
Allocated
Proposed
Master Permit
Offsite Permit No.
Date Issued
Offsite Project Name
pond #
Plat
and Restrictions
BUA
BUA
BUA-
BUA
BUA
BUA
Compass Pointe Senior
1
SW8190312
41412019
Apartments and Medical
1 and 2
278.784
210.407
210,407
26,136 1,151
1.151
211,558
211,558
Offices
Lbcf
tbd
2
1
1
11
157,935
40,554
1- -
-
40.554
tbd
Lbd

Attachment C - Permitting History
Compass Porte West Commercial
Permit No. 5W8 080107
Approval
Date
permit Action
BIMs
Version
Description of the Changes
Modified Plan Sheets
2/1/2008
Original Approval
l.0
Low density project limited to 24%
8/22/2008
Major Modification
1.1
Low density project limited to 24%
L Density; The project was previously issued as a low density
permit, and it has changed to high density. An expiration date has
been added. Now subject to SL 2008-211.
2. BV111s: Ti ,vo ponds have been added to the project.
3. Project Name Change: The name of the project changed from
Compass Pointe Temporary Drive and Comrnerciai Center to
8/18/2015
Major Modification
L2
Compass Pointe Nest Commercial, but there has not been a change in
ownership.
4. Deed Restrictions/Subdivision: The previous version of the permit
was written as subdivision with deed restriction requirements. This
was done in error and has been removed. This project will likely be
subdivided in the future; but is not currently permitted to be a
subdivision.
1. Creating outparcel Lot f! l from within the overall parcel boundary
and adding permit language to convert the permit to a commercial
subdivision.
Cover page, 1-1, 1-2,
1/24/2017
Major Modification
1.3
2. Alignment and grading changes to Compass Pointe South Wynd
DA-1, SW - I, P-1, P-2,
and its accompanying sidewalk.
D-1, and D-2
3. Relocation of impervious areas to match revised roadway plan, and
assigning impervious area allocation to the new outparcel, Lot P, 1.
1. Adjusting the lot size for Lot 1 and the corresponding BUA
allocation.
Cover page, 1-1, 1-2,
4/3/2019
Minor Modification
1.4
2. Creating Lot 2 and providing Lot 2 an allocating of BUA.
DA-1, SW-1, P-1, P-2,
3. Revising the road alignment due to Lot 2 and reallocating the BUA
D-1, and D-2
accordingly.
Page 1 of 1

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial 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, Greta Harrleson , 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 within the
project known as Compass Pointe West Commercial
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 080107 , 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 fake place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is _See Below square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA
211,5
2 40,554
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. All runoff irom the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Energy, Mineral and Land Resources
and receive'a permit prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.Nft
EIVE
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2 MM 2 7 298
BY

f , .-- -

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
**50 foot for projects located in the 20 coastal counties.
Signature;
I,ZmAf
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Stormwater Design Narrative
For
NCDEQ Express Permitting
Subject:
Compass Pointe West Commercial
Permit Modification
Brunswick County, North Carolina
Prepared For
Hood Creek, LLC
P.O. Box 1967
Wilmington, NC 28402
[phone]
Date: March 26, 2019
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
ff
MAR Z 7 20S

STORMWATER NARRATIVE
This submittal is to modify the Compass Pointe West Commercial (SW8 080107) which is part
of the overall Compass Pointe West Tract master plan. Below is a summary of the changes
included in this proposed modification:
• Establishment of an offsite permit, Compass Pointe Senior Apartments and Hediccal
Offices, previously permitted as outparcel, Lot #l, within the overall, permitted parcel
boundary. The offsite permit request will be submitted concurrently with this
modification request.
• Alignment and grading changes to Compass Pointe South Wynd NE from the entrance to
Lot # 1.
• Creation of an outparcel, Lot 42, within the overall, permitted parcel boundary.
• Reallocation of impervious areas to match revised roadway plan, to match site plan of
Compass Pointe West Offsite # 1, and to assign allocation to new outparcel, Lot 42.
Pond # I
Compass Senior Apartments and Medical Offices and will drain mainly to Pond 91. The most
recent modification to the West Commercial permit included designating off -site impervious
allocation for Lot #1. This was done by revising the pond calculations to show Lot #1 as an off -
site drainage area with an associated off -site impervious allocation. The calculations have been
revised to show the impervious allocations (buildings, parking.. sidewalk; etc.) reflecting the
finalized site plan.
Outparcel Lot 92 will drain entirely to Pond #l. Off -site drainage area and impervious allocations
will have been updated to include the future off -site lot.
On -site impervious allocations will be updated to include alignment revisions to Compass Pointe
South Wynd NE. Additional impervious, both on -site and off -site, will be re -allocated from the
"future" category. As such, no modification to pond geometry or outlet configuration will be
required.
Pond #2
The most recent modification to the West Commercial permit also included showing a small
portion of Lot #1 draining to Pond 42 with no associated impervious allocations. Per the
finalized site plan, Lot #1 will have some impervious area draining to Pond 42. The calculations
will be revised to show the offsite impervious allocations within Pond #2's drainage area.
Additional impervious area will be re -allocated from the "future" category. No modification to
pond geometry or outlet configuration will be required.

WET DETENTION BASIN DATA SHEET
DESIGN CALCUTATION5 FOR
COMPASS POINTE WEST COMMERCIAL
POND # I
DATE:
PROJECT NO.:
DESIGNED BY:
311 5/201 9
G55-251
MI-f
DRAINAGE AREA (Ad)
ON-51TE
499,097
50. FT
OPP-51TE
33G,7 ! 9
50. FT
TOTAL
835,8! G
SQ. FT
9.19
ACRES
1MPERVJOUS AREA (Al):
OVERALL WEST COMMERCIAL
BUILDINGS:
525
50. FT
ROADS:
40,108
S0. FT
SIDEWALKS:
4,004
50. FT
PARKING:
0
SO. FT
OFF5ITE:
250,9G !
SO. FT
FUTURE:
329,402
SQ. FT
TOTAL:
G25,000
50. FT
OFF
-SITE IMPERVIOUS BREAKDOWN
LOT # k
t_OT IN POND I DA:
G.4 ACRES
BUILDINGS:
59,079
SQ. FT
PERCENT IMP.:
75%a
ROADS:
0
50. FT
SIDEWALKS:
18.23G
50. FT
PARKING:
1 23, 1 92
SQ. FT
RESERVE:
9,300
50. FT
TOTAL:
210,407
5Q. FT
LOT #2
LOT 51ZE:
1.33 ACRE5
TOTAL:
40,554
50. FT
PERCENT IMP.:
70%
PERCENT IMPERVIOUS (I):
f = AcM = 74.780/a U5f 75%
CALCULATE AVERAGE DEPTH (Davg):
SEE AVERAGE DEPTH CALCULATION 5PREAD5f1EET FOR POND # I
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL:
POND I SHALL HAVE AN AVERAGE DEPTH Of G.O' AND BE DESIGNED TO REMOVE 90016 T55.
INTERPOLATION Of TABLE 1 0-4 IN NCDENR 5TORMWATEK BMP MANUAL
(a7 OFPTH = 5 5'
% IMP.
SA/DA
70
3.90
75
4.25
80
4. GO
5A/DA= 4.25%
SApQ = 35,522 5F. = 0.82 AC
SURFACE AREA PROVIDED AT FEKMANENT POOL (ELEV. 44.5) = 44,152
�l 5A PFOV'D= 44,152 > 35,522 =5A REQ'D
'NOTE: IF BULKHEAD 15 ADDED AS PROPOSED 5A PROV'D= 42,3G 15F DATA 5yEET
PAGE I 0F,5
P:1655%55-25 1 4W_5T FNTRAIVC` ?%GINEERING1CaIC5�?ONO5tiPON0 a � REV15E0 2019.03� 1 a

WET DETENTION DA51N DATA SHEET
DESIGN CALCULATIONS FOR
COMPASS POINTE WEST COMMERCIAL
POND #2
DRAINAGE AREA (Ad) =
ON-51TE ~ 535, 105 1 SQ, FT
OFF-51TE � 2G,) 3G 50. IT
TOTAL 5G 1, 1 ; 50, IT
IMPERVIOUS AREA (Ai):
OVERALL WEST COMMERCIAL
BUILDINGS:
0
50. FT
ROADS:
32,535
50. PT
51DEWALK5:
8,975
SQ. PT
OFF5ITE:
1 , 1 5 1
5Q, FT
OTHER:
G31
50, IT
FUTURE:
375,205
SO. FT
TOTAL:
415,500
SQ, PT
PERCENT IMPERVIOUS (1):
DATE: 3/20/2019
PROJECT NO.: G55-251
DE5IGNED BY: MH
12.88 ACRES
OPFSITF BREAKDOWN (5f):
LOT # I
DRIVEWAY: 1, 1 5 1
I = Ad/AI = 74.57% U55 759b
CALCULATE AVERAGE DEPTH (Davg):
SEE AVERAGE DEPTH CALCULATION SPREADSHEET FOR POND #2
CALCULATE REQUIRED SURFACE AREA AT PERMANENT POOL:
POND #2 SHALL HAVE AN AVERAGE DEPTH OF G.O' AND BE DESIGNED TO REMOVE 50% T55,
INTERPOLATION OF TABLE 1 0-4 IN NCDENR STORMWATER BMP MANUAL
0 DEPTH = 6.0
imp.
5A/DA
70
330
75
4.25
80
4. GO
SA/DA= 4.25%
SAKgQ.= 23.853 SF. = 0.55 AC
SURFACE AREA PROVIDED AT PERMANENT POOL (ELEV. 2G.5) _ 25,354 5F
5A PROV'D= 25,354 > 23,853 =5A REQ'D OK 11
POND #2
DATA 5hiEET
PAGE 1 OF 3
FIAG551G55-25 r WE5T PNTRANCP FNGINCERwG4CalcstPOND5IPOND #2 KEV6ED 2019.03-20

DocuSign Envelope ID: 613A1641F-7C22-44B0-A966-9E420AFA5304
CONSENT OF SOLE MANAGER
OF
HOOD CREEK, LLC
The undersigned, being the sole Manager of Hood Creek, LLC, a North Carolina limited
liability company (the "Company"), does hereby take the following action and adopt the
following resolutions by signing their written consent hereto:
APPOINTMENT OF OFFICERS
RESOLVED, that the following person is hereby appointed to the office named and shall
hereby have such duties and responsibilities as relate to such office, including as may be required
in the ordinary course of the Company's business to subdivide, convey or lease real property
being sold or leased by the Company (and including execution of leases, deeds, lien affidavits
and waivers, closing statements and such other documents and instruments related to such
matters), with said person to serve in the office indicated until their respective successor has been
duly appointed and qualified, or until the earlier of their death, resignation, removal:
Vice President - Administration ...............Greta L. Harrelson
This action and resolution is effective as of the -It�- day of A-.-ALL,5+ 2018.
Sole Manager:
DoauSIgned by:
L'Q17?FL7nnjr.jnAr'
Bobby W. Harrelson, Manager of Hood Creek, LLC
203496

North Carolina Sccrctary of'Statc Search Results
Page 1 of' 1
File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Hood Creek, LLC
Information
Sosld: 1020946
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 1 /8/2008
Registered Agent: Harrelson, Bobby W.
Addresses
Mailing
115 North Third Street, Suite 300
Wilmington, NC 28401-4086
Reg Office
115 North Third Street, Suite 300
Wilmington, NC 28401-4086
Company Officials
Principal Office
115 North Third Street, Suite 300
Wilmington, NC 28401-4086
Reg Mailing
115 North Third Street, Suite 300
Wilmington, NC 28401-4086
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Member
Bobby W. Harrelson Mlh, LLC
PO Box 699 PO Box 699
.Wilmington NC 28402 Wilmington NC 28402
liitps://\N,x, ,sosnc.gov/onIii c_scrviccs/search/11usiness_lkcgisiration_lkesuIis 4/3/2019

151 Poole Rd., Suite 100; BeMfie, NC, 28451
TEL [phone], FAX [phone]
www.i=pefearengkxwm.com
To
NCDEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn.
Ms. Christine Hall
h
MAR 2 6 �/2G;9
Transmittal`
Date: I March 26, 2019
File: 655-251 "36" —i
Subject: I Compass Pointe West Commercial
(SW8 080107)
MODIFICATION
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review 1 Action 1 Approval
Quantity
Drawing No.
Description
1
Original
Express Application Fee ($1,500)
2
Orig. &
Copy
Revised Stormwater Management Application
1
Copy
LLC Documentation
2
Orig. &
Copy
Revised Draft Commercial Subdivisions Deed Restrictions
1
Copy
Revised Stormwater Narrative
1
Copy
Revised Pond Calculations (Ponds #1 & 2)
1
Copy
Pond Certifications
2
Copies
Revised Stormwater Management Plans
Cape Fear Engineering, Inc
CC: File
File: 655-251 °36"
Signed: ----- - --- -
Mason Manhertz
Received By:
Date:
P:16551655-251 WEST ENTRANCE ENGINEERING1Admin%$TORMWTR%March 2049 ModificalioMl2019-03-26 TRANS-NMEO.doc

For OEa Use ONLY
Reviewer
North Carolina Department of Environmental Quality
submir.
Request for Express Permit Review
Tune
Confirm;
FiLL-iN all the information below and CHECK the Permit(s) you are requesting for express review. Calf and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity -map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville or Mooresville Regions -Alison Davidson 828-296-4698;alison.davidson(c ncdenr.gov
• Winston-Salem, Fayetteville or Raleigh Regions -David Lee 919-791-4204; david.lee(�ncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison(aD-ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7265 or cameron.weaver(dncdenr.gov
NOTE; Project application received after 12 noon will be stamped in the following work day.
Provided Existing Permits
related to this Pro'ect
SW
,
SW
SW
NPDES
�C
NPDES
WQ
�]
W�
E&S
E&S
Other
Project Name: COMPASS POINTE- WEST COMMERCIAL County: BRUNSWICK
Applicant: BOBBY HARRELSON Company: HOOD CREEK, LLC
Address: 115 N 3,1 Street Suite 300 City: WILMINGTON, State: NC Zip: 2B401-_
Phone: [phone], Fax: [phone], Email: @
Physical Location:APPROX. 1 MI WEST' ON US 74176 FROM INT. OF ENTERPRISE BLVD AND US 74/76
Project Drains into ALLIGATOR BRANCH waters -Water classification C SW (DWR Surface Water Classifications
Ma
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within'/, mile and I� r within 1 mile
and draining to class HQW waters? N ftEIC&
Engineer/Consultant: MATTHEW HALEY, PE Company: CAPE FEAR ENGINEERING, INC
Address: 151 POOLE ROAD SUITE 100 City: BELVILLE, State: NC Zip: 28451- FEB a�
Phone: [phone], Fax: [phone], Email: @
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE 8Y:
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: ^ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittenUPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -infiltration — #Treatment Systems
❑ High Density -Bio-Retention _ #Treatment Systems ❑�Hi t �nsity-SW Wetlands _ #Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD Mina❑ Plan Revision ❑ Redev. Exclusion SW 080107 (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
For L)EQ use only.
Fee Split for multiple permits: (Check #
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LID, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDEQ EXPRESS August 2018

.r'
...
',:

STORMWATER NARRATIVE
This submittal is to modify the Compass Pointe West Commercial (SW8 080107) which is part
of the overall Compass Pointe West Tract master plan. Below is a summary of the changes
included in this proposed modification:
• Establishment of an offsite permit, Compass Pointe West Offsite #1, previously permitted
as outparcel, Lot 41, within the overall, permitted parcel boundary. The offsite permit
request will be submitted concurrently with this modification request.
• Alignment and grading changes to Compass Pointe South Wynd NE from the entrance to
Lot 41.
• Creation of an outparcel, Lot #2, within the overall, permitted parcel boundary.
• Reallocation of impervious areas to match revised roadway plan, to match site plan of
Compass Pointe West Offsite # 1, and to assign allocation to new outparcel, Lot 42.
Pond #1
Compass Pointe West Offsite #1 will be Senior Apartments and Medical Offices and will drain
mainly to Pond 41. The most recent modification to the West Commercial permit included
designating off -site impervious allocation for Lot 41. This was done by revising the pond
calculations to show Lot # l as an off -site drainage area with an associated off -site impervious
allocation. The calculations will be revised to show the most updated impervious allocations
(buildings, parking, sidewalk, etc.) for the site plan.
Outparcel Lot #2 will drain entirely to Pond 41. Off -site impervious allocations will be updated
to include allocations for the lot.
On -site impervious allocations will be updated to include alignment revisions to Compass Pointe
South Wynd NE. Additional impervious, both on -site and off -site, will be re -allocated from the
"future" category. As such, no modification to pond geometry or outlet configuration will be
required.
Pnnri X?
The most recent modification to the West Commercial permit also included showing a small
portion of Lot #1 draining to Pond #2 with no associated impervious allocations. Per the
finalized site plan, Lot #1 will have some impervious area draining to Pond 42. The calculations
will be revised to show the offsite impervious allocations within Pond 92's -drainage area.
Additional impervious area will be re -allocated from the "future" category. No modification to
pond geometry or outlet configuration will be required.
EGEI Y E
MAR 2 7 2019
BY:

Y-Na � � �0
T�r-�
Stormwater Design Narrative
For
NCDEQ Express Permitting
Subject:
ompass Pointe West Commercial
Permit Modification
Brunswick County, North Carolina
C"
-- L-L C d,ovO .
Prepared for _ a,(
Hood Creek, LLC
P.O. Box 1967
Wilmington, NC 28402
[phone]
Date: February 8, 2019
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
(9 l 0) 383-1044
0