SW8080107_CURRENT PERMIT_20200512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
dDobQSIa
YYYYMMDD
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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
May 12, 2020
Hood Creels, LLC
Attn: Bobby Harrelson, Manager
c/o Greta L_ Harrelson, Vice President
i 15 North Third Street, Suite 300
Wilmington, NC 28401
NORTH CAROUNA
Environmental Quality
Subject: Approved INtinor Modification
Stormwater Permit No. SW8 080107
Compass Pointe West Commercial
Brunswick County
Dear Mr. Harrelson:
On April 30, 2020, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources received and accepted a complete minor modification application for changes to the approved
plans for Stormwater Management Permit Number 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 sheet(s) with the new one(s). Please replace the previously issued permit with the revised
permit, dated May 12, 2020, 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 terms and conditions of the permit issued on February 1, 2008 and modified as
attached, 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 contact Garrett Zorda in the Wilmington
Regional Office at [phone] or [e-mail].
Sincerely,
_ 1
Brian Wrenn, cing Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment B — Built -Upon Area Allocation
Attachment C — Permitting History
Application Documents
DESlgdz: I11StormwaterlPermits & Projects120081080107 HD12020 05 permit minor 080107
cc: Michael House, PE, Cape Fear Engineering
Brunswick County Engineering
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Qualify I Division of Energy, Mineral and Land Resources
•/ Wilmington Regional Office 1 127 Cardinal Drive Extension 1 Wilmington, North Carolina 28405
^v� /� 910.796.7215

State Stormwater Management
Permit No. SW8 080107
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 (1995 Rules) as
amended by Session Law (SL) 2008-211 (collectively, the "stormwater rules"),
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, management, operation and maintenance of built -upon area (BUA) draining to two (2)
wet detention ponds ("stormwater control measures" or "SCMs") as outlined in the application,
approved stormwater management plans, supplement, calculations, operation and maintenance
agreement, recorded documents, specifications, and other supporting data (the "approved plans and
specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and
Land Resources (the "Division" or "DEMLR"). The project shall be constructed, operated and
maintained in accordance with these approved plans and specifications. The approved plans and
specifications are incorporated by reference and are 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. 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 condition. 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 for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is
1.043,500 square feet. The runoff from all BUA within the permitted drainage areas of this
project must be directed into the permitted SCMs. The BUA requirements and allocations for this
project are as follows:
a. SCM BUA LIMITS. The SCMs labeled Pond 1 and Pond 2 have been designed to handle the
runoff from 625,000 square feet and 416,500 square feet of BUA, respectively, within the
delineated drainage areas. The BUA for future development within the drainage areas to the
SCMs labeled Pond 1 and Pond 2 is limited to 326,505 square feet and 375,208 square feet,
respectively.
b. BUA FOR INDIVIDUAL LOTS. Each of the two (2) lots are limited to a maximum amount of
BUA as indicated in Attachment B of this permit and -as indicated in the approved plans and
specifications. The maximum BUA 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.
Page 1 of 6

State Stormwater Management
Permit No. SW8 080107
2, PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements
listed in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this
project. Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
3. OFFSITE LOT REQUIREMENTS. Each non-residential 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 non-
residential lot has obtained the separate off -site stormwater management permit.
4. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN. The SCMs are permitted based on the following design criteria and as shown
in the approved plans and specifications. These SCMs must be provided and maintained at
the design condition.
Pond 1
Pond 2
Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
19.19
835,816
0
12.88
561,241
0
Total Impervious Surfaces, ftz:
Onsite, ft2:
Offsite, ft2: (Lot #1)
offsite, ft2: (Lot #2)
Future, ft2:
625,000
44,637
210,407
43,451
326,505
418,500
42,141
1,151
0
375,208
Average Pond Depth, feet:
6.0
6.0
TSS removal efficiency:
90
90
Design Storm, inches:
1.5
1.5
Permanent Pool Elevation, fmsl:
44.50
26.50
Permanent Pool SA, ftz:
44,152
25,354
Permitted Storage Volume, ft3:
77,882
51,085
Design Storage Elevation, fmsl:
46.10
28.26
Controlling Orifice, o inches:
3.50
3.50
Permanent Pool Volume, ft3:
233,517
132,662
Forebay Volume, ft3:
54,834
38,251
Maximum Fountain HP:
314
112
Receiving Stream 1 River Basin:
Alligator Branch 1
Cape Fear
Stream Index Number:
18 - 66 - 4
b. POND DISCHARGE. A vegetated filter strip is not required for the discharge as the wet
detention pond(s) has(have) been designed for a 90% total suspended solids removal
efficiency.
c. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
d. FOUNTAINS. Since the permanent pool volumes are greater than 30,000 cubic feet, a
decorative spray fountain will be allowed in the stormwater treatment systems, subject to the
following criteria:
i. The fountain must draw its water from less than 2' below the permanent pool
surface.
ii. 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.
iii. The falling water from the fountain must be centered in the pond, away from the
shoreline.
iv. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in Pond 1 and Pond 2 is '/4 and
1/2 horsepower, respectively.
Page 2 of 6

State Stormwater Management
Permit No. SW8 080107
e. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
5. STORMWATER OUTLETS. Stormwater runoff that is directed to flow through any wetlands
shall flow into and through these wetlands at a non -erosive velocity.
6. VEGETATED BUFFERS. A 50-foot wide vegetative buffer must be provided and maintained in
grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
buffer is 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.
a. BUA IN THE VEGETATED BUFFER. BUA may not be added to the vegetated setback
except as shown on the approved plans.
b. RELEASE OF UNTREATED STORMWATER. Stormwater must be released at the edge
of the vegetated buffer and allowed to flow through the buffer as dispersed flow.
7. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds prior to the sale of individual
lots or groups of lots:
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and maintenance accesses must be located in public rights -of -way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
b. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed restrictions and
protective covenants must include, at a minimum, the following statements related to
stormwater management:
i, 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 (the "Division") under 15A NCAC 02H.1000.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
V. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built -upon area (BUA) per lot is as shown in Attachment B. This
allotted amount includes any BUA 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 not shown on the approved plans. BUA has the same meaning as G.S.
143-214.7, as amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
viii. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
ix. A 50-foot wide vegetative buffer must be provided and maintained adjacent to all
surface waters in accordance with the approved plans.
X. 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 NCGS 143, Article 21.
xi. Each non-residential lot within the subdivision whose ownership is not retained by
the permittee, must apply for and receive a separate offsite stormwater
management permit from the Division prior to construction.
Page 3 of 6

State Stormwater Management
Permit No. SW8 080107
8. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment -Erosion Control devices are converted to SCMs or no longer needed.
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved state
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the state stormwater permit. Upon restoration, a new or
updated certification will be required for the SCM(s) and a copy must be submitted to the
appropriate DEQ regional office.
9. MODIFICATIONS. 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
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance 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.
10, DESIGNER'S CERTIFICATION. Upon completion of construction, prior to issuance of a
Certificate of Occupancy, and prior to operation of this permitted facility, the permittee shall
cause a certification from an appropriate designer for the system installed to be submitted,
certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from
the approved plans and specifications must be noted on the Certification. A modification may be
required for those deviations.
11. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by the
Division and the stormwater rules such as the construction of additional or replacement on -
site stormwater systems. These additional or replacement measures shall receive a permit
from the Division prior to construction.
b. MAINTENANCE RECORDS. 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 4 of 6

State Stormwater Management
Permit No. SW8 080107
12. PERMIT RENEWAL. 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 15A NCAC 02H.1045(3).
13. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form 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.
14. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2) and must be
submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part,
except in the case of an individual residential lot sale that is made subject to the
recorded deed restrictions and protective covenants;
ii. The assignment of declarant rights to another individual or entity;
iii. 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);
iv. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08;
V. Bankruptcy;
vi. Foreclosure, subject to the requirements of Session Law 2013-121;
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
15. COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. The permittee must submit a
copy of the recorded deed restrictions within 30 days of the date of recording.
b. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot, within each drainage
area and for the entire project does not exceed the maximum amount allowed by this permit.
The permittee shall review all individual lot plans for new construction and all subsequent
modifications and additions for compliance. The plans reviewed must include all proposed
BUA, grading, and driveway pipe placement. The permittee shall not approve any lot plans
where the maximum allowed BUA limit has been exceeded or where modifications are
proposed to the grading and/or to the stormwater collection system and/or to the vegetated
conveyance unless and until a permit modification has been approved by the Division. The
permittee shall review and routinely monitor the project and each lot to ensure continued
compliance with the conditions of the 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.
c: ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may
establish an ARB or ARC to conduct individual lot 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.
Page 5 of 6

State Stormwater Management
Permit No. SW8 080107
d. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
e. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
f. ENFORCEMENT. 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 NCGS 143 Article 21.
g. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the Director that the changes have
been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit modified, updated, and reissued this the 121 day of May 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L�r
Brian Wrenn, Ac rn r ctor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 080107
Page 6 of 6

State Stormwater Management
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 1 of 2

State Stormwater Management
Permit No. SW8 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.
B. 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
Page 2 of 2

Attachment B - BUA Lot Allocations
Compass Pointe West Commercial
Master Permll No. SWB 080107
Lot #from
..
Drains to
Pond 1
Pond 2
Total
Recorded Covenants
Lot Area
Allocated
Proposed
Lot Area
Allocated
Proposed
Allocated
Proposed
'BUA
Master Permit
Offsite Permit No,
Date Issued
Offeite Project Name
Pond #
Plat
and Restrictions
BUA
BUA
BUA
BUA -
BUA
Compass Pointe Senior
1
SW8190312
414/2019
Apartments and Medical
1 and 2
278,784
210.407
210.407
26.136
1,151
1.151
211,558
211,558
Offices
tbd
tbd
2
SW8200409
511212020
Compass Pointe
Commercial Lot#2
1
57,935
43,451
43,451
-
-
-
43.451
43,451
tbd
I tbd

State Stormwater Management
Permit No. SW8 080107
Attachment C
Permitting History
Compass Pointe West Commercial
Permit No. SW8 080107
Approval
Permit
BIMS
Description of the Changes
Modified
Date
Action
Version
Plan Sheets
2/l/2008
Original
Approval
1.0
Low density project limited to 24%
8/22/2008
Major Modification
I I
Low density project limited to 24%
1. 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 2008-2 11.
2. BMPs: Two ponds have been added to the project_
3. Project Name Change: The name of the project changed
Major
from Compass Pointe Temporary Drive and Commercial
8/18/2015
Modification
1.2
Center to Compass Pointe West 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 91 from within the overall parcel
boundary and adding permit language to convert the permit to
Cover
a commercial subdivision.
page, 1-1,
1/24/2017
Major
1'3
2. Alignment and grading changes to Compass Pointe South
1-2, DA-1,
Modification
Wynd and its accompanying sidewalk.
SW-1, P-1,
3. Relocation of impervious areas to match revised roadway
P-2, D-1,
plan, and assigning impervious area allocation to the new
and D-2
outparcel, Lot # 1.
1. Adjusting the lot size for Lot 1 and the corresponding BUA
Cover
allocation.
page, 1-1,
Modification Minor
fication
1.4
2. Creating Lot 2 and providing Lot 2 an allocating of BUA.
1-2 DA-1,
SW-1, P-1,
3. Revising the road alignment due to Lot 2 and reallocating
the BUA accordingly.
and
and D-2
5/12/2020
Minor
1 5
1. Adjusting the BUA allocation for Lot 2 by reducing the
1-2, DA-1,
Modification
future allocation.
SW-1
Page 1 of 1

DEMLR USE ONLY
Dal Received Fee Paid Permit Number
G IU IZ2J S' Ok O
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program — See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at: htto.Ildeq.nc,4ov/contacUregional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 95A NCAC 02H . 7002 a minor modification is a change to the project that:
1) does not increase the net built -upon area; and/or
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 080107
2. Current Permit Holder's Company Name/Organization: Hood Creek, LLC
3. Signing Official's Name: Greta L. Harrelson
4. Signing Official's Title: Vice President
5. Mailing Address: 115 North Third Street, Suite 300
City: Wilmington State: NC ZIP: 28401
6. Street Address (if different): : 115 North Third Street, Suite 300
City: Wilmington State: NC ZIP: 28401
7. Phone: [phone] Email: gharrelson(a)cpbrunswick.com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section 1V. 10 of the original application, if needed):
Removal of Compass Pointe Outparcel Lot #2 from the Compass Pointe West Commercial permit
boundary.
Revising off -site draina a area and off -site impervious breakdown to match current Outparcel #2 site plan
B. SUBMITTAL REQUIREMENTS
Please mark "Y" to confirm the items are included with this form. Please mark Y' if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. Two hard copies (with original signatures) and one electronic copy of this completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
Y 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
Y 4. If applicable, the appropriate Express review fee.
ECEIVIE
APR 3 0 2020
BY:
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14, 2017

a

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: Michael House P.E.
Consulting Firm: Cape Fear Engineering, Inc.
Mailing Address:151 Poole Road Suite 100
City: Belville State:NC Zip:28451
Phone: [phone] Fax: [phone]
Email: Michael.houseCa)capefearengineering.com
2. [OPTIONALj If you would like to designate another person to answer questions about the project:
Name & Title:
Organization:
Mailing Address:
City: State: Zip:
Phone: ( ) _ _Fax: ( )
Email:
D. CERTIFICATION OF PERMITTEE
1, Greta L. Harrelson , the current permittee, certify that I have authorized the minor
modifications listed in Section A and shown in the attached revised plan sheets. I further attest that this information is
accurate and complete to the best of my knowledge.
Signature: /d'L1.Ccy Vu(.�D,-J Date:
I, d/2r /CJ a Notary Public forth tate of �- 'd/7/u�!
County of do her, y certify that jt)
personall��ppereal,�jefore me this the ��-- day of 20 , and
ackno��tha$&iCutian of the forgoing instrument. Witne s my hand and official seal,
SeMpTARY
PUBLIC z
N
Nota
My commission expires =�
� APR 3 0 2020
BY:-
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6, 2017

t _,

10. Complete the following information for each drainage basin. If there are more than two drainaige basins in the
project, attach an additional sheet with the information for each basin provided in the same format below. For high
density projects, complete the table with one drainage area for each engineered stormwater devise.
Basin Information
Area i (Pond'11
Area 2 (Pond 2)
Receiving Stream Name
Alligator Branch
Alligator Branch
ReceVng Stream Class/ Index No.
C; Sw/ 18-66-4
C; Sw/ 18-66-4
Total Drainage Basin Area (sf)
835,816
561,241
On -Site Drainage Area (sf)
499,335
535,105
Off -Site Drainage Area (sf)
336,481
26,136
Existing Impervious* Area (sf)
0
0
Proposed Impervious* Area (sf)
625,000
419,500
% Impervious" Area (total)
75%
75%
Impervious" Surface Area
Area i
Area 2
On -Site Buildings (sf)
525
0
On -Site Streets (sf)
40,108
32,535
On -Site Parking (sf)
0
0
On -Site Sidewalks (sf)
4,004
8,975
Other On -Site (sf)
0
631 (Concrete Pads)
Off -Site (sf)
253,858
1,151
Future (sf)
326,505
375,208
Total (sf)
625,000
418,500

DEMLR USE ONLY
= Date eceived
Fee Paid
Permit Number
A 15ooi
i
Applicable Aule : ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form niay be photocopied for use as an original
1. 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.):
Compass Pointe West Commercial
2. Location of Project (street address):
Approximately one mile West on US 74/76 from the intersection of Enterprise Boulevard and US 74/76
City:LeIand County:Brunswick Zip:28451
3. Directions to project (from nearest major intersection):
Approximately one mile West on US 74/76 from the intersection of Enterprise Boulevard and US 74/76
4. Latitude:34' 16' 14.76" N Longitude:78° 06' 16.86" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification ❑ Renewal w/ Modificationt
tRenauals With modifications also requires SWLI-102 - Renewal Application FOrnl
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 080107 , its issue date (if known)8/22/08 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 31.72
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts _
ac of Disturbed Area
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:BRUNS-2015-051
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2072-200, Part VI: htt o rta 1. ncdenr.orgJweb Ir ru les-a n d - regg lations ECEIVE
MAR 2 x 201�
Form SWU-l0l Version Oct. 31, 2013 Page 1 of 6 BY;

A

HI.' 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/ Organ ization:Hood Creek LLC
Yi CQ , rflA A �i or
Signing Official & Title:Greta Harrelson, -h4etier r►}l��y�+ncno
b.Contact information for person listed in item I above:
Street Address:115 North Third Street, Suite 300
City: W ihnington
Mailing Address (if applicable): (Same as above)
City:
Phone: (910 ) 392-9325
Email:
State:NC
Zip:28401
State: Zip:
Fax: (910 } 392-9327
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:
Mailing Address (if applicable):
City:
Phone: ( )
Email:
State: Zip:
State: Zip:
Fax: ( )
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:
Signing Official & T
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone:
Email:
4. Local jurisdiction for building permits: Brunswick Ca
State:
Fax: ( )
Point of Contact:iudy Holden Phone #: (910
Form S W U- l 0 l Version Oct. 31, 2013 Page 2 of b
Zip:
253-2055
RecEavED
MAR 2 7 2019
BY:

IV. - PROJECT INFORMATION
1. In the space provided below, hrieflY summarize how the stormwater runoff will be treated.
Stormwater will be treated with wet detention basins via piped collection systems utilizing improved
roadway sections with curb utter, and catch basins.
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: 32.07 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:32.07 acres
+ Total project area shall be calculated to exclude tyre following tiie normal pool of inipoitirded structures, the area
between the banks of streams and rivers, the area below the Nortnal High Water (NHW line or Mean High Water
(MHW) lure, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nort-coastal wetlands landward of the NHW (orMHW) litie iiiay
be included in the total project area.
Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 74.70
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormzvater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area _
Drainage Area
Drainage Area
Drainage Area
Receiving Stream Name
SEE
ATTACHED
Stream Class
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (so
Off -site Drainage Area (so
Proposed Impervious Area** s
Impervious Area** total
Impervious— Surface Area
Drainage Area _
Drainage Area _
Draina e Area _
Drainage Area _
On -site Buildings/Lots (so
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
Future (so
Off -site (so
Existing BUA*** (so
Total (so:
* Stream Class and Index Number call be deterinined at: http. portal.ncde)ir.oUQ veMvR/ps/csir/classifrcatious
** Impervious area is defined as the built upon area including, but not littrited to, buildings, roads t
sidewalks, gravel areas, etc.H=CEIVE
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6
MAR 2 7 2019
BY•

I. ��. fr'Cti '..�j3

10. Complete the following information for each drainage basin. If there are more than two drainaige basins in the
project, attach an additional sheet with the information for each basin provided in the same format below. For high
density projects, complete the table with one drainage area for each engineered stormwater devise.
-------i
Basin Information
'Area 1 (Pond 1)
Area 2. (Pond 2) .
Receiving Stream Name
Alligator Branch
Alligator Branch
Receiving Stream Class/ Index No.
C; Sw/ 18-66-4
C; Sw/ 18-66-4
Total Drainage Basin Area (sf)
835,816
561,241
On -Site Drainage Area (sf)
499,097
535,105
Off -Site Drainage Area (sf)
336,719
26,136
Existing Impervious* Area (sf)
0
0
Proposed impervious* Area (sf)
625,000
418,500
% Impervious* Area (total)
75%
75%
Inipeivioue Surface Area
Area It
Area 2
On -Site Buildings (sf)
525
0
On -Site Streets (sf)
40,108
32,535
On -Site Parking (sf)
0
0
On -Site Sidewalks (sf)
4,004
8,97S
Other On -Site (sf)
0
631 (Concrete Pads)
Off -Site (sf)
250,961
1,151
Future (sf)
329,402
375,208
Total (sf)
625,000
418,500
RECEIVE
MAR 2) 2919

� q4. y1 , f, 4 K Q
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'"Report only that anrount 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. Site plan for
_Compass Senior Apartments and Medical Offices (Lot #1) was done by Cape Fear Engineering. The offsite
permit request is being submitted concurrently.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may he 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/wg/ws/su/bnii2-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/wg/ws/su/stateswZforms does. 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 atlittl2://12ortal,ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been rovided by initialing in the space provided
for each item. All original documents MUST be signed and initiated in blue ink. Download the latest versions
for each submitted application package from httl2://12ortal,ncdenr,org/web/wq/ws/su/statesw/fornis__docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. M 14
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants NI
Form. (if required as per Part VII below) l'
3. Original of the applicable Supplement Form(s) (sealed signed and dated) and O&M M [1
agreement(s) for each BMP. M
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1. M,1
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'/z
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
M Y\
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
1`11 E1
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. •. ECEIVE
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measure
MAR 2 7 2019
Form S W U-101 Version Oct. 31, 2013 Page 4 of 6
B-

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in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
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"xll" 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 SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: N/A Page No: N/A
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.iic.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
M 11
MIA
M %A
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 htt12:JZi2or tal.nc enr or b lr s ate-stormwater-
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
Vill. 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: Matthew Haley, P.E.
Consulting Firm: Cape Fear Engineering, Inc.
Mailing Address:151 Poole Rd. Suite 100
City:BelIville
State:NC Zip:28451
Phone: (910 ) 383-1044 Fax: (910 ) 383-1045
Email•matt.haley®capefearengineering.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, cornplete this
section)
I, (print or type mare of person listed irr 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 irr Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, whie4' rdi
party responsible for the operation and maintenance of the stormwater system,
;i..
Form SWU-101 Version Oct. 31, 2013 Page'5 of MAR 2 l 2019
BY.

4` Zo,US
,..;'
r
t

r
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up 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 1a) Greta Harrelson
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater
-rules under
1�5�A�NCCAC�2H .1000 and any other applicable state stormwater requirements.
Signature: /b"�` `� C'! �'!'-"x-`�^' "-' -Da te: 3 1-26,/I4?g
rr�
I, ©n , a Notar Public for th�Stte / lt)r4'G(GCi11AA.1 , County of
do hereby certify that f G�eI✓O/C) personally appeared
before me this day of 2_ Ul9_, and a wled the due exe on• e application for
a stormwater permit. Witness my hand and official seal,
SEAL
NOTARY
M PUBLIC C
Form S W U-101 Version Oct. 31, 2013
My commission expires `"/ - QC.o o0- /
ECEIVE
MAR 2 7 2019
Page 6 of 6 BY:

a I I

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 S W8 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.
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 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
1 211,558
2 43,451
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.
All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
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.
1ECF.ovEl
Fora DRPC-1 Rev.2 05Nov2009 Page 1 of 2 `
APR s" 0 2020
BY:

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
**50 foot for projects located in the 20 coastal counties.
Signature:
State of ��/D(1Oaq , County of
do hereby certify that
before me this the day of
:4123 24>Zo
a Notary Public in the
appeared
20Z_, and acknowledge
the due execoon of the foregoin instrument. Witness my hand and official seal,
SEAL
a,+�}1µ�Nui �i n ururpp/f/
Signatur a�`��A BROW ry
My Commission expires i
s` 2
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2
NOTARY
PUBLIC z
�C DER C'ci
9 rh VON to . I VIE
APR 9 D 207Q
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Permit No.'5�4? D:2C)n—
(to be provided by DwC?)
M
HWENR
Project name
Contact person
Phone number
Date
Drainage area number
O�OF WA Z c;,
p '~C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required items Checklist (Part 111) mast be printed, filled out and submitted a" with all of the required information.
Site Characteristics
Drainage area 816itip
Impervious area, post -development 'ji�;' w 625,000! f?
% impervious 74,78 %
Design rainfall depth! 'M"' ''^r 15' in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr. 24-hr runoff
Post -development 1-yr. 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity:)-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of loft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Iz'»��Y75;536 ft3
OK, volume provided 'Is equal to or in excess of volume required.
i TT: �7,{� ft3
(Y or N)
�iT:a�rr�;�''*�83.00j (uniftess)
': ,`, 2.501 infhr OK
0.02 ft3lsec
2,16 elsec
2.14 ft3lsec
f� r���a_a5:ooifmsl
.34:001fmsl
1,00 ft
". Y ' : j (Y or N)
I i ?, 46.11 fmsl OK
nECEIVE
AUG 14 2915
BY:
Form SW401-Wet Detention Basin-Rev.9-4/18112 Parts I. & Il. Design Summary, Page 1 of 2

w
� j

Permit
(b be p—ded by DWQ)
Surface Areas
Area, temporary pool ft?
Area REQUIRED, permanent pool 35,522 ft'
SAIDA ratio (unidess)
Area PROVIDED, permanent pool, Am
44,' - 521 fe
Area, bottom of 10ft vegetated shelf, Abi_dg
Area, sediment deanout, top elevation (bottom of pond), Ab,,_p,,d
ir �,15
Volumes
Volume, temporary pool
ft 3
Volume, permanent pool, Vwjw
Volume, forebay (sum of forebays; if more than one forebay)
f54',634 fe
Forebay % of permanent pod volume
21.3% %
SAIDA Table Data
Desiign TSS removal
90-1 %
Coastal SAIDA Table Used?
(Y or N)
Mountain/Piedmont SAIDA Table Used?
F N.,43,A3 (Y or N)
SAIDA ratio
4.25 (unidess)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
(Y or N)
Volume, permanent pool. Vp.,)w
257,358 e
Area provided, permanent pool, Atemjw
44,152 fe
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
R. (Y or N)
Area provided, permanent pool, Ap--Md
44,152 ft'
Area, bottom of 1 Oft vegetated shelf, Aw_,:,u
40,296 e
Area, sediment cleanotit, top elevation (bottom of pond). Awed
6,905 re
"Depth' (distance btv; bottom of I Oft shelf and lop of sediment)
9.00 ft
Average depth calculated
1,, 5; 51ft
Average depth used in SAJDA, dw, (Round to down to nearest 0.5ft)
Drawdown Calculaltions.
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (K-non-circular)
Coefficient of discharge (Co)
Driving head (H.)
Drawdown through weir?
Weir type
Coefficient of discharge (Cw)
Length Of Weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of fluw*h to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Irk€_Y.,rA_ ,i(YorN)
44i' I in'
.0-601(unitless)
N (Y or N)
-ol,1(unitless)
J:Aft
�r O.OVelsec
0.23ift/sm
-,3121days
OK
OK
OK
Need 3 ft min.
OK
OK
Storage volume discharge rate greater than pre-dev. 1 yr24hr.
OK, draws down in 2-5 days.
7-4�_31:1
OK
OK
OK
nECEIVE
OK
0.0i:1
OK
AUG 14 2015
FJF,�:71 Y. (Y or N)
OK
111
'w r', .
.l 15 1 ft
OK
I (Y or N)
OK
BY:
A (Y or N)
OK
Y �77:,Nt(Y or N)
OK
:PORTABLE PUMP i
Form SW401 Met Detention Basin-Rev.9411BI12 Parts I. & 11. Design Summary, Page 2 of 2

.`
i

Permit
(to be provided by D WQ)
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.
WSTM I-A-1
1. Plans (1" - 59 or larger) of the entire site showing:
Design at ultimate build-out,
-1
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 (ROM,
- Overflow device, and
- Boundaries of drainage easement.
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.
_ 1
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.
-�—t
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.
_VtcM CAu—S
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
V^-"4-
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
l�ictu�
7. The supporting calculations.
t 1 B. A copy of the signed and notarized operation and maintenance (0&M) agreement.
LPN_0 9. A copy of the deed restrictions (if required).
nnA -yk [Kcw7 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.
Form SW401-Wet Detention Basin-Rev.9-4118/12
EE9--I V
JUL 2 l 2015
r
BY:
Part III. Required Items Checklist, Page 1 of 1

s1
' �} .�. �' .. j: L
a� �f �;i,
,;

Permit No5tu8 O$oLQ3
(to be provided by DWO)
A1o��F W a 7F,4pG
TA
mom
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filed out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information,
mject name
Contact person .3 ii :a' i -5117. 35` ." i,� P 31; ,: �? Matt Haley,' PE g, Tv 3
Phone number
Date 181312015
_.xr 'F%:.y3fl .r,c. ._x..a �...s., 'fi.,.,.t.w"P•:+ce�'a..+.��:t�i.�asSh,.tF, v :a, .:,�r,��, ;4�a.:t: frf
Drainage area number t2-POND#2j" a i t r rrt rc+nft j: q� ° '£ Z9f J�,i} "SS'TMui .u..:�..,s � ..�•ncal..nx..,«e�.M� .�,. �"?�.= .fit i.r .;.;.,,,,4.... �r ,
W,M3101AiiATm r'
Site Characteristics
Drainage area ft2
Impervious area, past -development w•, 8,5001fi2
% impervious 74.57 %
Design rainfall depth )',';.;'wu ;T 1'51in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage volume: SA water;
1.5' ninon volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr. 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pens. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stoned above the state -required temp. pool?
Elevation of the top of the additional volume
:c;: •'",'S.._•, <� t. OK, volume provided is equal to or in excess of volume required.
ft3
�l: ° :aye ' X001(unifless)
��. 'is;;�383,00i(unitless)
2.50iinthr OTC
0.01 ftalsec
3.07 elsec
3.05 elsec
28.261 fmsl
€. ";r,a,r27.001fmsl
'2fi.001fmsl
,16,001 fmsl
1.00 it
9.1fp4: 2"i frisl OK
ECEIVE
AUG 14 2015
BY:
Form SW401-Wet Detention Basin.Rev.9411ar12 Parts I. & II. Design Summary, Page 1 of 2

�r�--��. ��1 � �...',

Permit
(to be provided by DVM)
ORDEMMUMMM
Surface Areas
Area, temporary pool
'31 09010?
Area REQUIRED, permanent pool
23,853 fe
SAIDA ratio
4!25((unitless)
Area PROVIDED, permanent pool.
Area, bottom of 1011 vegetated shelf, Abo aheq
Y:
Area, sediment cleanout, top elevation (bottom of pond), Aw-,rd
LZ1,`5;:;.zA438jW
Volumes
Volume, temporary pool
F7 7-,j—
�:-50,6661'ft'
Volume, permanent pool, Vpe--Pw
'�f:144,969 I ft'
Volume, Forebay (sum of forebays 6 more than one forebay)
Forebay % of permanent pool volume
29.3%%
SAW Table Data
Design TSS removal
%
Coastal SAIDA Table Used?
VorN)
Mountain/Piedmont SA/DA Table Used?
-5 N 7 0 or N)
SAIDA ratio
4.25 (unWess)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N :�,7 (Y or N)
Volume, permanent pool, V,,._pw
144,969 ft'
Area provided, permanent pool, Ap,_pw
25,354 ft`
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.59)
Calculation option 2 used? (See Figure 10.2b)
'Y2,`­,"+i.V',,-.W or N)
Area provided, permanent pool. AP--Wd
25,354 ft
Area, bottom of 1 Oft vegetated shelf, Abaw
22,692
Area, sediment cleanout, top elevation (bottom of pond), A,,P,,,,
I A38 fl?
"Depth" (distance bIw bottom of 1 Oft shelf and top of sediment)
10.00 ft
Average depth calculated
5 .79 i ft
Average depth used in MA, d,, (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (C 0)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1 -yr. 24-hr peak flow
Post -development 1 -yr. 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
r 7.,Tjl7e.T-7 (YorN)
V 0:6011(unidess)
N f(Y or N)
a;,J(unitless)
T '
-0.011fp/sn
3 1 3
.071ftisee
----2 381days
0
OK
Insufficientforebay volume. 4, VIE!& rKEvtov% DWQ &t)jr)fj0CE,
FoRMPN MA-1 JEXf-EED Zv
?M\j i DE THAT CAF-601Y
TDEPTM is, E-QQAL TO MAN
POOL- DEPTH'!.
Need3 ft min.
OK
OK
Storage volume discharge rate greater than preAev. I yr24hr.
OK, draws down in 2-5 days.
7�3':l
OK
I "10j:1
ne
OK
Y—ZAO.a I ft
OK
ECEIVE
OK
30Iff :1
OK
t 'or N)
OK
AUG 14 2015
i 01ft
OK
J(y or N)
OK
BY:
or N)
OK
------------
11(Y or N).
OK
PORTABLE PUMP
7:
Form SW401-Wet Detenhon Basin-Rev.9-4118/12 PaM I. & 11. Design Summary. Page 2 of 2

Permit No.
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
Mtn DON- k
1. Plans (1" - 50' or larger) of the entire site showing:
S - (
- Design at ultimate build -out,
P- Z
- 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.
-�`? 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.
M�c1r-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 structures,
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.
kAT%A Qf1s!= C5 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
_ T, = 1 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
omn _ 7. The supporting calculations.
kvr" 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Nly_'�A_ N (A 9. A copy of the deed restrictions (if required),
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.
Form SW401-Wet Detention Basin-Rev.9-4/18/12
ECEtoV';
�u
JUL 2 7 2015 ; �J]I
t
Part 111. RequiR terns Ch �st. Rage..1. of.t

Permit Number: &jZ-03ojc)7
(to be piNvided by DWQ)
Drainage Area Number:
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 roblem:
How I will remediate theproblem:
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 t_a height of
long.
i Vi s.
Form SW401-Wet Detention Basin O&M-Rev.4
JUL 2 7 20� '
age 1 of 4
BY: ­

M
r �
I

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
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 roblems.
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 plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
JUL 2 7 2015
i
Form SW40I-Wet Detention Basin O&M-Rev.4 P Ae t of 4
BY: _r

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem-
How I will remediate theproblem:
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 9.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 9.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 44.5
Sediment Removal t134.0
Pe anen Pool
- -------- -- Volume Sediment Removal Elevation 35.0 Volume
Bottom 6levati-ft Min.
------------------------------------------ ------
Sediment Bottom Elevation 34.0 I-ft n
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW40I-Wet Detention Basin O&M-Rev.4
JUL
2 9 2015
k�
4 ---�-' Page 3 of 4

Permit Number:
(to be provided by DWQ)
1 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:COMPASS POINTE WEST COMMERCIAL
BMP drainage area number:DRAINAGE AREA #1 - POND #1
Print name:ROBERT EXUM
Title:MANAGER
Address:PO BOX 1967 WILMINGTON, NC 28402
Phone:[phone]
Signature:
Date: 7 - 7 - 1 a
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.
1, J a Notary Public for the State of
County of !6rU'!?QV` , do hereby certify that
personally appeared before me this
day of 1 , �, and acknowledge the due execution of the
forgoing wet d tention basin maintenance requirements. Witness my hand and official
seal,
SEAL l j� JUL 2 7 2015 I
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

i
Permit Number: 6.Ao d&t0i
(to be vided by DWQ)
Drainage Area Number:M N
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 ! IVE
location and must be available upon request.
JUL 2 7 2015 !
Inspection activities shall be performed as follows. An problems that are found shall �_If
Y
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
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.
approximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
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 plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
CEIVE;
JUL 2 l 2015
Form SW401-Wet Detention Basin O&M-Rev.4 ,- Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
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.
CIean 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 10.5 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 10.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ill in the blanks)
Sediment Removal%16.0 Pe manen---------- -- Volume
Bottom Eleva5.0 -f3 Min.
Sediment
Storage
Permanent Pool Elevation 26.5
Pool
-----Sediment Removal Elevation 16.0 Volume
Bottom Elevation
FOREBAY MAIN POND
JUL 2 7 2015
:f
1-ft
Storage
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:COMPASS POINTE WEST COMMERCIAL
BMP drainage area number:DRAINAGE AREA #2 - POND #2
Print name:ROBERT EXUM
Title:MANAGER
Address:PO BOX 1967 WILMINGTON, NC 28402
Phone. [phone]
Signature:
Date: 7 -f
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, _ W d &,a p 4-- - , a Notary Public for the State of
County of%L{,/pj�/L _ , do hereby certify that
Kip k ;� r, ' _ personally appeared before me this ��
day of A, �DiS; and acknowledge the due execution of the
_j
forgoing wet d tention basin maintenance requirements. Witness my hand and official
seal,
INFO V
Gs .•' '
2 *r�0TAgy
w �O (J B L1G •� U
SEAL 1 /U
My commission expires 7
JUL 2 7 2015
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

11 l
1 �
"1 � • 1M
m
ti

State Stormwater Management Systems
Permit No. SW8 O80107
Compass Pointe West Commercial
Stormwater Permit No. SW8 080107
Brunswick Counfy
Designer's Certification
[, l"I ICNF��ir HOUSE as a duly registered TVjFE�'90,*)i. & 5r'YA-- in the State of North Carolina, having been
authorized to observe ear dicali weekly/ full time) the construction of the project,
_Lao?P-s�
(Project)
for MD GF��E�', LL(; (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 __ Q�
(late
Page 8 of 9
SEAL
y�piyb9ai}3¢3pg
.AL
r.MAR
E��. � 4,
7 2019

i� � ' � _ , ' , ��il
} � � ��
4
'� r

State Stormwater Management Systems
Permit No, SW8 080107
Certification Requirements:
iA 1. The drainage area to the system contains approximately the permitted acreage.
�AA—Z The drainage area to the system contains no more than the permitted amount of built -upon area.
-�-M_3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
dL4. All roof drains are located such that the runoff is directed into the system:
�5. The outlet structure elevations are per the approved plan.
qP & The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
W-8, All slopes are grassed with permanent vegetation.
��9. Vegetated slopes are no steeper than 3:1.
414 10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
I 11. The permitted amounts of surface area and/or volume have been provided.
_f 12. Required drawdown devices are correctly sized and located per the approved plans.
A�L-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: NCDENR-DEMLR Wilmington Regional Office
Inspector, Brunswick County Building Inspections
NA#
Page 9of9

State Stormwater Management Systems
Permit No. SW8 080107
Compass Pointe West Commercial
Stormwater Permit No. SW8 080107
Brunswick County
Designer's Certification
I, �AICHAFL }JOVSE as a duly registered f ro--C icrd tee[ in the State of North Carolina, having been
authorized to observe (periodically/ weekly/ full fime) the construction of the project,
Cpv?Ass `poi 1J-J-F— UjC5-F CaWAE�-' O L — I'O QD -#�,-
(Project)
for -JQOD C REEK , LL-L _(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:
SEAL
i
�esa�easss
Signature 0
'o'�$t
q).
Registration Number 090 -'� o !
T
Bate SEAL
R-,
MAR 2 7 Zak-,.:.
. MAC 2
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 080107
Certification Requirements:
�Ak The drainage area to the system contains approximately the permitted acreage.
W 2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_ .A, 3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
h 4_ All roof drains are located such that the runoff is directed into the system.
AL5. 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.
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,
Y�L12. Required drawdown devices are correctly sized and located per the approved plans.
P�-_13. All required design depths are provided'.
4 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: NCDENR-DEMLR Wilmington Regional Office
Inspector, Brunswick County Building Inspections
ECEIVE
MAR 2 7 2019
Y
Page 9 of 9