SW8080107_HISTORICAL FILE_20150818

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�I HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o2415`08/8
YYYYMMDD

4
MCEN
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
August 18, 2015
Robert C. G. Exum
Hood Creek, LLC
PO Box 1967
Wilmington, NC 28402
Subject: State Stormwater Management Permit No. SW8 080107
Compass Pointe West Commercial
High Density Wet Detention Pond Project
Brunswick County
Dear Mr. Exum:
Donald van der Vaart
Secretary
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality (DWQ) to the Division
of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will remain in older stormwater permits issued prior
to August 1, 2013 until they are modified. Please note that any updated pages or addendums to the permit will now reference DEMLR
as the Division responsible for issuance of the permit.
The Wilmington Regional Office received a complete, modified Stormwater Management Permit Application for Compass Pointe West
Commercial on August 14, 2015. Staff review of the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding Permit No. SW8
080107 dated August 18, 2015, for the construction, operation and maintenance of the BMP's and built -upon areas associated with the
subject project.
This permit shall be effective from the date of issuance until August 18, 2023, and shall be subject to the conditions and limitations as
specified therein. Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of the
BMP(s), recordation of deed restrictions, procedures for changing ownership, transferring the permit, and renewing the permit. Failure
to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to
transfer the permit, or to renew the permit, will result in future compliance problems.
The following modifications are included and covered by this permit:
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.
2. BMPs: Two ponds have been added -to the project.
3. Project Name Change: The name of the project changed from Compass Pointe Temporary Drive and Commercial 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory
hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 150B
of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of this permit. You should
contact the OAH with all questions regarding the filing fee (if a filing -fee is required) and/or the details of the filing process at 6714 Mail
Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such
demands are made this permit shall be final and binding.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-72151 Fax: [phone]

SW8 080107
August 18, 20
If you have any uestions, or need additional information concerning this matter, please contact Keliy Johnson in the Wilmington
Regional Office,�at [phone].
Y,
7m Tracy Davi� P.E., Director
Division of Energy, Mineral and Land Resources
GDSI kpj:
cc:
3terkPermits & Projects120081080107 HD12015 08 permit 080107
Matt Haley, PE, Cape Fear Engineering
Inspector, Brunswick County Building Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Page 2 of 2

State Stormwater Management Systems
Permit No. SW8 080107
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
1 mile West on US74176 from intersection of Enterprise Blvd & US74176, Leland, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds incompliance 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 and
considered a 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:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
This stormwater system has been approved for the management of stormwater runoff as described in Section 1.5
of this permit. The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system(s). The stormwater controls labeled DA1 and DA2 have been
designed to handle the runoff from 625,000 square feet of impervious (including 587,876 square feet of future
area) in DA1, and 418,500 square feet of built -upon area (including 383,361 square feet of future area) in DA2.
The maximum built -upon area allowed for the entire project is 1,043,500 square feet.
A 50' wide vegetative buffer must be provided and maintained adjacent surface waters, measured horizontally from
and perpendicular to the nonnal pool of impounded structures, the top of bank of both sides of streams and rivers
and the mean high water line of tidal waters.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 080107
5. The following design crlter a have been provided in the wet detention pond and must be maintained at design
condition:
Pond 1
Pond 2
Drainage Area, acres:
19.19
12.88
Onsite, ft2:
835,816
561,241
Offsite, ft2:
0
0
Total Impervious Surfaces, ft2:
625,000
418,500
Onsite Buildings ft2:
0
0
Onsite Streets, ft2:
33,174
25,716
Onsite Parking, ft2:
0
0
Onsite Sidewalks, ft2:
3,950
8,800
Other Onsite, ft2:
0
623
Offsile, ft2:
0
0
Future, ft2:
587,876
383,361
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, ft2:
44,152
25,354
Permitted Storage Volume, ft3:
77,882
51,085
Design Storage Elevation, fmsl:
46.10
28.26
Controlling Oiifice, o inches:
3.50
3.50
Permanent Pool Volume, ft3:
233,517
132,662
Forebay Volume, ft3:
54,834
38,251
Maximum Fountain HP:
3/4
1/2
Receiving Stream / River Basin:
Alligator Branch I
Cape Fear
Stream Index Number:
18 — 66 - 4
Classification of Water Body:
C;Sw
II. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the approved stormwater system shown
on the approved plans unless and until the Division has approved of the revised plan.
2. 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.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
4. 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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 080107
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.
If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain will be allowed in the
stormwater treatment system, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if they
draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the shoreline.
d. The maximum horsepower for a fountain in this pond is % HP in Pond 1 and'/2 HP in Pond 2.
The facilities shall be constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
8. 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.
9. 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.
10. 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.
11. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and
calculations prior to construction, for any modification to the approved plans, including, but not limited to, those
listed below:
a. Any revision to any item shown on the approved plans, including the stormwater management 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. The
project area is defined as all property owned by the permittee, for which Sedimentation and Erosion
Control Plan approval or a CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
e. The construction of any future BUA listed on the application.
12. 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.
13. 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.
III. GENERAL CONDITIONS
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,
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 080107
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. This permit is not transferable to any person or entity except after notice to and approval by the Director, The
permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the supporting
documentation as listed on the form, to the Division at least 60 days prior to any one or more of the following
events:
a. An ownership change including the subdivision, sale or conveyance of the project area in whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owners Association, subject to
the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. 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.
The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of
inspecting all components of the permitted stormwater management facility.
The permit issued shall continue in force and effect until modified, revoked, terminated or renewed. The permit
may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification,
revocation and re -issuance or termination does not stay any permit condition.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit. The permittee shall maintain a copy of the permit, 0&M agreements, and the approved plans at all times.
Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
10. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 080107
11. The permittee shall submit a permit renewal application request at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate application, documentation and the processing fee.
Permit modified and reissued this the 18th day of August 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Dav' P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 080107
Page 7 of 9

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
Page 8of9
SEAL

State Stormwater Management Systems
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.
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: NCDENR-DEMLR Wilmington Regional Office
Inspector, Brunswick County Building Inspections
Page 9 of 9

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
-7 1
O B
02
OO b
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW -
❑ Non -Coastal SW- HQW/ORW Waters
❑ Other WQ M rnt Plan:
2008 ff Ph Il - Post Construction
❑ Universal Storm water Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
phis form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
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:Leland County: Brunswick
3. Directions to project (from nearest major intersection):
Zip:28451
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.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneurals uuith modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 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):
Flow 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 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit:BRUNS-2015-051
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 20.12-200, Part VI: htti2://12ortal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page I of
JUL z 7 2015
BY:

III. CONTACT INFORMATION
l
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Hood Creek, LLC
Signing Official & Title:Robert Exum, Manager
b.Contact information for person listed in item I above:
Street Address:503 Olde Waterford Way Suite 200
City:Leland
Mailing Address (if applicable): P.O. Box 1967
City:Wilmington
Phone: (910 } 392-9325
Email:
State:NC
State:NC
Zip:28451
Zip:28402
Fax: (910 ) 392-9327
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 & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone: (_ ]
Email:
State: Zip:
Fax: l 1
4. Local jurisdiction for building permits: Brunswick County_
Point of Contact:Ly- Holden Phone #: (910 ) 253-2055
ECEIV
JUL 2 l 2015
Form SWU-101 Version Oct. 31, 2013 Page 2 of
BY:

IV. PROJECT INFORMATION
1. In the space provided below, briefly 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 gutter, 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. Storm water 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. TotaI Surface Water Area: 0 acres
7. 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 thefollowing: the normal pool of impounded structures, fire area
between the banks of streams and rivers, the area below the Normal Higgh Water (NHW) line or Mean High Water
(MHM line, and coastal wetlands landward from fire NHW (or MI-IW) line. Tire resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in fire total project area.
8. 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
stormwater BMP. For low density and other projects, use 1 for the whole properhj 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 (so
On -site Drainage Area (so
Off -site Drainage Area (so
Proposed Impervious Area** sf
% Impervious Area** total
Impervious— Surface Area
Drainage Area _
Drainage Area _
Drainage 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 Nurnber can be determined at: hf . ortal.ncdenr.or veb s tsar cations
Imppeervious area is defined as the built upon area including, but not limited to, buildings, roads, PEIVU
sidewalks, gravel areas, etc.
JUL 17 2015 ;
Form SWU-101 Version Oct. 31, 2013 Page 3 of
BY:

*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. N A
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 5A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items Iisted below. A detailed application
instruction sheet and BMP checklists are available from
hU://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by Iocating project on the
interactive online map at http//portal.ncdenr.org/-web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hU://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. "Tlk+
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants NJA
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h!W://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 yn-r}k
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the yA i A
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the/2 Pam,
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). Mirk
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: dsx!A
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated or a note on the plans that none exist. Must be delineated b V,
qualified person. Provide documentation of qualifications and identify the person o l i
made the determination on the plans. JUL Z 2015 #
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6 t

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).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SNWT prior
to subtnittal, (9I0) 796-7378.)
10. A copy of the most current property deed. Deed book: N/A Page No: N A
11. For corporations and Iimited liability corporations (LLC): Provide documentation from the NC _ M I A
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ Zwww.secretaly.state.nc.us/Corpgrations/"CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from htW://portal.ncdenr.org/webllrlstate-stormwater-
forms does. 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.
VIIL 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:Bellville
Phone: (910 ) 383-1044
Ernail:[e-mail]
State -.NC Zip:28451
Fax: (910 ) 383-1045
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, itent 2 has been filled out, complete this
Section)
1, (print or hjpe name of person listed in Contact Inforntation, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe natne of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system. V p
JUL 27 2015
:J
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 BY:-

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
Iease 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 $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
, a Notary Public for the State of , County of
do hereby certify that personally appeared
before me this _ day of . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item 1a) Robert Exnm
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project wiII be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: 906a (=A &Z�5= _ Date: 7 - 2 % - 1- -
1, Wl'a Notary Public for the State of N&A 02 rAJW , County of
do he Pt certify that/)�P�Q �G1�%LiYI personally appeared
before me this day of L , and ackq!�w,!pdge the due execution pf the application for
a stormwater permit. Witness my hand and official seal,
\\1�11111111I Il1ll//� j��
K&%
Tq,gI-$ Si
'• UsttG ti
SEAL
My commission expires
E�„q;
JUL 2 7 2015
BY: _— w
Fonn SWU-101 Version Oct. 31, 2013 Page 6 of 6

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
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)
835,816
561,241
Off -Site Drainage Area (sf)
0
0
Existing Impervious* Area (sf)
0
0
Proposed Impervious* Area (sf)
625,000
418,500
% Impervious* Area (total)
75%
75%
On -Site Buildings (sf)
0
0
On -Site Streets (sf)
33,174
31,956
On -Site Parking (sf)
0
0
On -Site Sidewalks (sf)
3,950
8,800
Other On -Site (sf)
0
623 (Concrete Pads)
Off -Site (sf)
0
0
Future (sf)
587876
377,121
Total (sf)
625,000
418,500
R1ECEJVL
AUG 14 2015 D
er.-

MEMORY TRANSMISSION REPORT
TIME :08-18-2015 16:45
FAX NO.1
NAME
FILE NO. 345
DATE 08.18 16:39
TO :n 93929327
DOCUMENT PAGES 10
START TIME 08.18 16:41
END TIME 08.18 16:45
PAGES SENT 10
STATUS OK
—SUCCESSFUL TX NOTICE***
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�27 CP..1tow4 X>"— ibet4u-i. NC 28405 (910) 796-72l3 IN-4 Cl ,poi —dry Af k—ll— w ri. Th�plrryQ

Pat McCrory, Governor
State of North.Carolina
Department of Environment and Natural Resources
Wilmingtoff Regional Office
FAX COVER SHEET
Date: / /S
To:
Fax.: �211�?
Re:
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Donald R van der Vaar4 Secretary
No. Pages (excl_ cover): G
From: Jo Casmer
Phone: [phone]
Fax: [phone]
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127 Cardinal Derive Extension, Wilmington, NC 25405 o [phone] m An Equal Opportunity Affimiative Action Employer

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
P.n Gnva -
344
08.18 16:39
93831045
10
08.18 16:39
08.18 16:41
10
OK
TIME
FAX NO.1
NAME
`SUCCESSFUL TX NOTICE'*'
08-18-2015 16:41
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State of North Carolina
Department of Environment and Natural 116o arces
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET Donald R van der Vaar4 SecretM
Date: _ a � No. Pages (excl. cover):
TO: ��J��' From: 3o Canner
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Co: Phone: [phone]
Fax: ��� � Fax: [phone]
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127 Cardinal Drive Extension, Wilmington, NC 28405 *.[phone] ® An Equal Opportunity Affu-mative Action Employer

Stormwater Design Narrative
For
NCDENR EXPRESS Permitting
Subject:
Compass Pointe West Commercial
Formerly Titled:
Compass Pointe: Temporary Drive/Access and Commercial Center
Brunswick County, North Carolina
ECEIVE
JUL 2 7 205
Prepared for
Hood Creek, LLC
P.O. Box 1967
Wilmington, NC 28402
[phone]
Date: July 24, 2015
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]

STORMWATER NARRATIVE
This submittal is to modify the Temporary Drive/Access and Commercial Center stormwater
permit (SW8 080107) which is part of the Compass Pointe West Tract master plan. It is intended
to rename the permit: Compass Pointe West Commercial. The proposed project is located on the
north side of US Highway 74/76 approximately one -tenth of a mile WNW of the east end of
Malmo Loop Road (SR 1417) within Brunswick County, North Carolina.
An asphalt entrance road, associated sidewalk and utilities are to be installed between US
Highway 74/76 and the existing concrete bridge over Alligator Branch at the north end of the
project site.
Below is a summary of the changes included in the proposed modification.
• The project boundary has been expanded to 31.72 acres to include areas of future
commercial development
• The project is now proposed as high density development
• An asphalt entrance road, sidewalks, and utilities will be constructed
• Ponds 91 and 42 have been designed to replace the currently permitted wet detention
basin and temporary sediment traps.
Ponds #1 and 92
Ponds #1 and #2 are new stormwater ponds to be constructed to treat runoff from the Compass
Pointe West Commercial project site. Upon completion of pond construction, these ponds will be
certified.
Both Ponds #1 and #2 have been designed to handle impervious surfaces from the construction
of the proposed West Entrance Road (Compass Pointe South Wynd) and future areas of planned
commercial development. At such time that site specific development plans are known the
subject permit will be modified to reflect proposed conditions. This may or may not include
subdividing of the commercial property and the need to set up separate offsite stormwater
permits and the need to provide deed restrictions.
The permanent pool elevations of both Ponds #1 and #2 have been designed just slightly higher
than the available outlet elevation at adjacent wetlands. For both ponds the vertical separation
between the normal pool and seasonal high water table (SHWT) exceeds 6" as recommended in
the BMP manual; however, based on years of experience working with the Compass Pointe
development and familiarity with onsite soils and hydrology we do not for see any issues with the
ponds being able to maintain the permanent pool elevations as designed.

Wet Detention Calculations

Routing Calculations