SW8060238_HISTORICAL FILE_20111201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O1o023`d
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2nl l i 2 o 1
YYYYMMDD

Beverly Eaves Perdue
Governor
December 1, 2011
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Andrew Sandman, Member/Manager
Maco Road Partners, LLC
7101 Creedmoor Road, Suite 122
Raleigh, NC 27613
Subject: Stormwater Permit No. SW8 060238
Grayson Park Phase 1
High Density Subdivision Project
Brunswick County
Dear Mr. Sandman
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Grayson Park Phase 1 on November 9, 2011. 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. We are forwarding Permit No. SW8 060238, dated December 1, 2011, for
the construction of the subject project.
This permit shall be effective from the date of issuance until September 21, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the.
Operation and Maintenance requirements in this permit. Failure to establish an adequate system for
operation and maintenance of the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact Chris
Baker, or me at [phone].
Sin-erely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/csb: S:IWQS1Stormwater\Permits & Projects\2011\060238 HD12011 12 permit 060238
cc: Perry Davis, P. E., Cape Fear Engineering
Brunswick County Inspections
Brunswick County Engineering
Wilmington Regional Office
Wilmington Regional Office One
1, 1
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1� �T orth Carolina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 .1VirtUrn//'�
Internet:w .ncwatec,�aIlly,orp

State Stormwater Management Systems
Permit No. SW8 060238
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Maco Road Partners, LLC
Grayson Park Phase 1
Grayson Parkway, Leland, Brunswick County
FOR THE
construction, operation and maintenance of four (4) wet detention ponds in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 21, 2016 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. The subdivision is
permitted for the following built -upon area: (Phase 1A) Lots 1 through 57, each
allowed 3,500 square feet; (Phase 1 B) Lots 58 through 95, each allowed 3,000
square feet; (Phase 1A&B) 60 multi -family units with a building footprint of 2,160
square feet each; (Phase 1c) Lots 1 through 38, 47 through 52, 87 and 88 each
allowed 3,000 square feet.
3. 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.
4. The tract will be limited to a maximum of 1,165,022 square feet of built -upon
area. The wet ponds designated as pond #1, #4, #5, and #6 have been designed
to treat the runoff from 456462; 221,407; 334,311; and 152,842 square feet of
Built -Upon Area, respectively.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 060238
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
Design Criteria
Pond #1
Pond #4
Pond #5
Pond #6
a. Drainage Area, acres:
Onsite, ft'
Offsite, ft'
40.11
1,747,192
None
19.07
830,689
None
23.1
1,003,622
None
9.4
409,464
None
b. Total Impervious Surfaces, ft'
(1) Buildings/Lots
(2)Roads/Parking
(3) Other
(4) Offsite
456,462
306,180
101,495
31,363
17,424
221,407
172,620
43,124
5,663
None
334,311
144,480
103,004
86,827
None
152,842
71,820
57,935
23,087
None
C. Design Storm, inches
1
1
1
1
d. Pond Depth, feet
7.5
6.0
6.0
7.0
e. TSS removal efficiency
90
90
90
90
f. Permanent Pool Elev., FMSL
50.0
57.0
62.0
53.0
g. Perm. Pool Surface Area, ft2
49,482
10,972
15,150
9,028
h. Permitted Storage Volume, ft'
46,338
15,991
32,579
14,014
i. Temporary Storage Elev., FMSL
50.9
58.2
63.8
54.4
j. Controlling Orifice, "0 pipe
3
2
2
1.5
k. Permitted Forebay Volume, ft'
9.429
4,974
8,615
3,771
I. Receiving Stream/River Basin
Bishop Branch / Cape Fear
m. Stream Index Number
18-81-7-1
n. Classification of Water Body
C; Sw
o. Max. horsepower for a fountain
3/4 1/8 1 1/6 1/8
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 060238
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further development, subdivision, acquisition, or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 060238
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060238, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot for Phase 1A lots 1 through 57, is
3,500 square feet; Phase 1 B lots 58 through 95, are each allowed 3,000
square feet; Phase 1A&B 60 multi -family units with a building footprint of
2,160 square feet each; and Phase 1c Lots 1 through 38, 47 through 52,
and lots 87 and 88 each allowed 3,000 square feet square feet. This
allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front
lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading" the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 060238
19. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in pond
#1 is 3/4, ponds #4 & 6 is 1/8, and pond 5 is 1/6.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the appropriate documentation
as listed on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
Neither the sale of the project nor the transfer of common area to a third party
constitutes legal transfer of the stormwater permit.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
5. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
7. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. The Permittee grants permission to staff of the DWQ to access the property for
the purposes of inspecting the stormwater facilities during normal business
hours.
9. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 060238
10. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
11. The permittee shall submit a permit renewal application request at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 1st day of December, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Uolee". Sullins, Uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 060238
Grayson Park Phase 1
Stormwater Permit No. SW8 060238
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 060238
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
�+ tN
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 O Coastal SW
❑ Non -Coastal SW- HQW/ORW Waters
❑ Other WQ Mgmt Plan:
- 2008 ❑ Ph II - Post Construction
❑ Universal Stormwater Management Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fora 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.):
Grayson Park Phase 1
2. Location of Project (street address):
Intersection of Grayson Parkway and NC Hwy 87 (Maco Road)
City:Leland County:Brunswick Zip28451
3. Directions to project (from nearest major intersection):
Traveling south on US Hwy-17 turn right onto NC Hwy-87 Travel on Hwy-87 approximately 1 3 miles
Project is on the left at the intersection of NC-87 and Grayson Parkway.
4. Latitude:340 12' 00" N Longitude:78° 05' 16" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application -is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 060238 ,'its issue date (if known)9/21 /2006 , 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 .-1 ®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 DWQ
requesting a state,stormwater management permit application, list the stornawater 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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 50.26 ac of Disturbed Area
❑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-2006-190 July 17,2006
C'Ea V Eii
' SEP 1 2 2011
Form SWU-101 Version 07.lun2010 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Maco Road Partners, UC
Signing Official & Title:Andrew Sandman, Member/ Manager
b. Contact information for person listed in item la above:
Street
City:Raleigh
Mailing Address
State:NC Zip:27613
City:Raleigh State:NC Zip:27613
Phone: (910 ) 362-1809 Fax: [phone]
Email:[e-mail]
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
Signing Official &;
b. Contact information for person listed in item 2a above:
Street Address: ).
City:
Mailing Address (if
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official &,
b. Contact information for person listed in item 3a above:
Mailing Address:
Form SWU-101 Version 07Jun2010 Page 2 of 7

Phone:
Fax:
r.
4. Local jurisdiction for building permits:
Point of Contact:
IV. PROJECT INFORMATION
Phone #:
In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be treated in wet detention 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 - f995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 143.19 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area`:143.19 acres
Total project area shall be calculated to exclude the following the normal aol of impounded structures, the area
betrueen the bunks of streams and rivers, the area below the Norwnl High Water (NHIM line or Mean High Water
(MHW) line, and coastal wetlands landward front the NHW (or MHW) line. The resultant project area is used to
calculate overall; percent built upon area (BUA). Non -coastal wetlands landward of t/ne NHW (or MHW) line nnay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 17.75 %
9. How many drainage areas does the project have?4 (For high density, count 1 for each proposed engineered
stornnuater BMP. For low density and other projects, use 1 for the whole properhit 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.
i
C EP -"Vil
BY:
Form SWU-101
Version 07Jun2010
Page 3 of 7

Basin Information
Drainage Area
Drainage Area
Drainage Area
Drainage Area _
Receiving Stream Name
SEE
ATTACHED
Stream Class *
Stream Index Number
Total Drainage Arrea (so
On -site Draina e'Area (so
Off -site Drainage Area (so
Proposed Im ervious Area** s
Impervious Area** total
Impervious— Surface Area
Draina e Area _
Draina e Area _
Draina e Area _
Draina e Area _
On -site Buildings/Lots (so
On -site Streets (so
On -site Parkin (so
On -site Sidewalks (so
Other on -site (so
Future (st)
Off -site (so
Existing BUA*** (so
- Total (so:
* Stream Class and Index Number can be determined at: http://portaLncdmn-.oro%neb/eoq/ps/csu/clnssiFcetions
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**' Report only thatantount ofexisting BUA that will retrain after development. Do not report any existing BUA that
is to be removed and which will be replaced by neeo BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Brunswick County CIS Aerial Photography
Projects in Union County: Contact DIVQ Central Office staff to check if the project is located within a Threatened B,
Lndangered Species watershed that may be subject to more stringent stormwater requirements as per NCdC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
i
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted forl�each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ticdenr.m-g/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://12ortal.ncdetir.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portaLncdennorg/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. (A-C 4
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants MT\-k
Form. (if required a''s per Part VII below)
Id
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M N ( A
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Ex ress_review, refer to MTK
httl2://www.pnvtielt).org/12ai�es`/onestopexpress.html for information o�jth x r As)rogra
and the associated' fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) SEP 12 2011
Form SWU-101 Version 07Jun2010 Page 4 of 7 1

III.6 Complete the followingrinfonnation for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Pal1D 3 (AMfN 1TY PDtdbO�Z (,A,.W6d 17Y_) (rub. vt0 i.
�ex�•tif?�
teceiving Stream Name 15µo 'S t `� �
teceivin V Stream Class G, SW SW.. 91y,(e)E
)rain e Area 'z.nAe_ T1L3 tig l S 33.22tie 1447 o63S
xistin Impervious * Area 0.13A.G (6 663 0 Ao,e,d_ 17 47-46 )
ro osed Impervious* Area taclstiq & N p md) 2.6�i AL C 115 121 a .� Rr.696e p
i Impervious* Area (total) 21.9 ?-G.
Un-site buildings or Lot BUA �, °1IoAL (S5 WO e. 5.9 AG (256 SooS
On -site Streets 20 qo
On -site Parking _ D^ _ o —
On -site Sidewalks/Concrete 04"t O. 32,aL 13 °13`1
Other on -site _D_ _ 0
Off -site 0. %$At. ( 15 6 63 0.40AL 17 42 S )
Total: -2MAt t15 I Zt Total: $. &t (373 676
#'w�►(WEtG£fs�rnotJ ?oNDf4(wErvsr�rnoty)
Receivin Stream Name
J $1��4±D
131p �}
Receiving Stream Class
1 t
G w
G, w
Drain eArea
0.11
7 lg2s
-0IA, 830 6agS i
Existing Impervious * Area
O. hL
7 1 42.
—o—�
Pro osed Im ervious_* Area (ERs;ie! Propased) 110.
4S 6 4 Z 5
°/u.Impervious * Area total
26.13
, iZ
aim ;etv�qusj,�Su_rface Area -� a�­M_Dra a e
On -site Buildin s or Lot BUA 7.03 p t 3a b l 60
On -site Streets 2.44AG (lol 4955
On -site Parkin _ o
..a D�atila ea•. ,. �.
2• AL. 115 6 ZO S
At 3 t7_�i
— o —
On -site Sidewatks/Concrete
Other on -site
Off -site
0.12ot 3l 363
o.4a,s� 1T 4L4S
0.13At 5 66 e.
TotaI:IDQBAC `--L bZ5F
Total:3.77nt 164
4o1S
- ��^+�' •+ LWG� wwry UUM
.Yw•YYJI p - Liv lN[
Bu
Basrn-'niocmauon t i `r rain eFAzea��
Receivin Stream Name
t'cmv' i. LW''r 1)CtYt`T�17DN
iH W M
. _,
aa`"y EIJrama e,Are47 ute?
Reeeivin Stream Class
G Sv�i
G va
Draina eArea
;,p of l 003 bL2S
9.40AGC �1,4b¢sr1-�
Existin Impervious * Area
Pro osed Irn ery ous* Area to mega eropo.ee)
J. bjAt (33
3.51 AL ( 157-fd42s
°/o Impervious* Area total).
33.Zq
37.3+
Un-site Buildings or Lot BUA
3:3Z Ae (t44,48o sF)
On -site Streets
z.3to 4c �l03,004sp;
On -site Parkin
On -site Sidewalks/Concrete
Other on -site
Off -site
1,c�1 J�C�r�rgs�s
SEP 12 2011
�a—
_o
I: 3,514t t5z,w•
M, 8/ 41
11%1 MTW

y -V.1fI

5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the OU
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1L
mile radius on the`map.
7. Sealed, signed and dated calculations. kE
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: MT1'1'
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend. i
e. North arrow.
I. 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,4he banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas2elineated (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 0 (A
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"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 DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2158 Page No: 751 M-CkI
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC MTki
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 NCAC 21-1.1003(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.
http7ZZwww.secretary.state.nc.us/Corporations/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
.i
For all subdivisions, obtparcels, 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,l,a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://portal.ncLienr.orQ:/web/w(i/roes/su/statesiv/forms does. Download the latest versions for each
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 DWQ and that they will be recorded prior to the j� Eiany COLI`%)E;L
SEP 12 2011
Form SWU-101 Version 071un2010 Page 5 of
i?
'iE

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
Consulting
Mailing Ad
City:Belville P State:NC Zip:28451
w
Phone: (910 ) 383-1044 Fax: [phone]
Email: matt.haley@caLefearen&eering.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, coruplete this
section) 'r
I, (print or hjpe name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type mmne of person
listed'in Contact Injorniation, item la) with (print or hjpe name of organization listed in
Contact Information, it m In) 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.
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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ovinership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. 1 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.
a Notary Public for the State of
do hereby certify that
before me this _ day' of
a stormwater permit.
Date:
County of
personally appeared
and acknowledge the due execution of the application for
my hand and official seal,
SEAL
My commission
SEP 12 2011
8v.
Form SWU-101
Version 07Jun2010
F.
t
Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact information, item la) Andrew Sandman
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 sttoormwaater, rules under 15 NCAC 2H .1000, SL 2006-246 (Ph. 11 -Post Construction)orSL 2008-211.
Signature: `'—.—'�- Date: e -c) � I
I, La. _• o.� /�lk•:�. �Jp4'�r��t991'� a Notary Public for the State of NJQY` � ar9(;rV,-, County of
Wo —e- do hereby certify that A �r e�+ � • �Civ�zcLv personally appeared
before me this2e day of 2-Oil and acknowledge the due execution of the application for
a stormwater permit. ;Witness my hand and official seal, ( G1_tt.r a- `(
FYL- , �L_) r)"Con
SEAL
My commission expires 1 (- 2 - 12
LSEP 12 Zp»
BY:
Form SWU-101 Version 07hm2010 Page 7 of 7

F-1WA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
October 6, 2011
Andrew Sandman, Member/Manager
Maco Road Partners, LLC
7101 Creedmor Road, Suite 122
Raleigh, NC 27613
Division of Water Quality
Coleen H. Sullins
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 060238
Grayson Park Phase 1
Brunswick County
Dear Mr. Sandman:
Dee Freeman
Secretary
The Wilmington Regional Office received a Stormwater Management Permit Application for Grayson Park
Phase 1 on September 12, 2011. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continue the stormwater review:
The stormwater language does not appear in the deed restrictions submitted with this project.
Therefore, please submit any of the following for the new lots. 1) recorded deed restrictions, 2) the
draft proposed deed restrictions, 3) the NCDENR form DRPC-3 Rev.2 05Nov2009 which can be found
at http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Keep in mind that the recorded or draft
deed restrictions must contain the language from the NCDENR deed restriction form referenced above.
Please note that this request for additional information is in response to a partial, preliminary review. The
requested information should be received by this Office prior to November 6, 2011, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension
to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need
to be revised have been sent to the engineer or agent. All original documents must be returned or new
originals must be provided. Copies are not acceptable. If you have any questions concerning this matter
please feel free to call me at [phone] or email me at [e-mail].
Sincerely,
Chris Baker
Environmental Engineer II
GDS/csb: S:=S1StormwaterlPermits & Projects120061060238 HD12011 10 addinfo 060238
cc: Perry Davis, Jr., P. E., Cape Fear Engineering, Inc.
Stormwater File
Wilmington Regional Office vttC 1, 1 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 tit One
IC aCOtl Ilcl
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 ,%1% hC ar lln
Internet www.ncwaterquality.org

(��ft,.mpleZegess Review Checklist —
Project Name: +� cY \J�Fl« —I' Received Date: 0 rII
Project Location: r o;ek Accepted Date: la , ,i KibiL—
Rule(s) [a�Cw00oastal �1995 CoastarnPhase II (WiRO) Universal [:]1988 Coastal
i'OR _
(Type of Permit: New or( Mod 1 or PR (Existing Permit od r PR): C�(Aoa 3� nPE Cert on File?
or LD I Type: Comn
OK?) Stream Class:
bdivided?:
Hobs
Map "Off
Map I
N I IExe
Paperwork �5 �
Jaupplement(s) (1 original per BMP)(' ' BMP Type(s): U� p4�Ct JF I, c&
Tf" with correct/original signatures (1 original per BMP except LS/VFS and swales)
�and5
Application with Corr origina ' natures
rp or LLC: Sig. Auth. per So or letter Note to Revie r•
D$505(within 6mo) nq�nwS(ly/ �cr7t �d Ivy nt^crt��
Soils Report with SHWT (\0�1
alculations (signed/seoled) nptCV��`rn�tn�� (J CJ
obvious errors
!nsity includes common areas, etc
Restrictions, if subdivided: C1�c�aQd
;ned I & Notarized %°�a
Plans
F-12 Sets
Grading
Vicinity Map
Legend
Infiltration
Soils Report
ISHMIT:
to .
ted:
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
to SW8
t
e
k
=NAY,- (sew) ARHO
—�iouo 5' �q 1 UCo.3t cn� i;�cwc �r+J
but-
�w^`,'��n�hC d�fY�� �cnwrsr.
605I OW-D
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
Project Boundaries �DA Maps
We Pond 4` Offsite
S
Soils Re t PE Cert for Maste
S T��� Deed Re or Master
PP: BUA P itted (Master):
Proposed (Offsite):
Permitted Proposed:
Proposed:
Lot#:
Lot ff Matches Master
sf
Proposed:
sf

„�CAPE FEAR
"j Engineering, Inc.
151 Poole Roa , Sude 100
BeMile, NC 28 51
TEL (910)M3-1044
FAX (a 10)M8 1045
www, capefearengineering. corn
To:
JNCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Attn:
Ms. Kelly Johnson
® As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
12, 2011
820-01 "36”
Grayson Park Phase 1
SW8 060238
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Original
Cover Letter
2
Oriainal &
Copy
Revised Stormwater Application Form
1
Copy
Deed Restrictions and Protective Covenants
2
Copy
Revised Page 1 of Pond 5 Calculations
2
Copy
Revised Stormwater Management Plan Sheet SW-1
REMARKS Attached, please find the above information for your review and approval. If you have any questions,
please do not hesitate to contact me at 910-383-1044. Thank you.
Cape Fear Engineering, Inc.
Cc: File: 820-01 "36"
Signed:
Matthew Haley, E.I.
Received Bv:
P:\820\820-01\P,DMIN\Sto"water\Phase 1C Modificalion\2011-09-12 Trans-NCDENR-Kelly Johnson.doc
RECEIVED
SEP 12 2011
BY:�_

/1
CAPE FEAR
Engineering, Inc.
September 12, 2011
Kelly Johnson
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Stormwater Permit Modification for Grayson Park Phase
Stormwater Project No. SW8 060238
Brunswick County
Dear Kelly,
DECEIVED
SEP 12 2011
BY:
On behalf of Maco Road Partners, LLC, Cape Pear Engineering is submitting a stormwater permit modification
for the above referenced project.
The specific modifications are discussed in detail below:
1. The Phase 1 C area which was previously permitted with multi -family units, is now to be developed with
single family lots. The current Phase I landplan has a total of 88 single family lots. Of these 88 lots,
only 46 lots (1-38, 47-52, and 87-88) are to be permitted at this time. The additional 42 lots are shown as
future development.
2. The Overall Project Boundary has been increased to include the entire Phase I area. This includes the
future development areas as discussed above.
The Pond 45 drainage area has been adjusted to more closely reflect onsite drainage patterns. Please
note that there has been no change to the total drainage area contributing to Pond #5.
4. The previously permitted Pond #5 impervious area has been reallocated. Please note that there has been
no change to the total impervious area draining to Pond #5.
As a result of the above modifications, the following documents have been revised and are included with this
submittal.
1. The Stormwater Permit Application has been updated.
2. The Impervious Area Information on Page 4b of 7 (previously Page 2b of 4) has been revised to reflect
the reallocation of impervious within the Pond #5 drainage area.
Page I of the previously permitted Pond 95 Calculations has been revised to reflect the reallocation.of
impervious within the Pond #5 drainage area.
151 Poole Road, Suite 100 • Oelville, NC28451 • TEL: [phone] • FAX: [phone]
www.capefearengineering.com
P:\820\820-01\ADh11N\Stormwate,\Phmc IC Modification\2011-09-12 LTR-Kelly Juhnson.doe

4. Stormwater Management Plan Sheet SW- I has been revised to reflect the revised Phase 1 C landplan,
revised project boundary, and revised Pond #5 drainage area.
Please note that the proposed modifications do not affect any other parts of the project and that no other
previously approved documents require revision.
I trust that this information is sufficient to issue this modification for the subject stormwater permit. However, if
you have any questions or need any additional information please do not hesitate to contact me.
Sincerely,,
Matthew Haley, El
cc: CFE File 820-01 "36"
IRECEI V
$EP 12 2011
HY_�_
P:\820\820-01\ADMIMStormwater\Phase IC Modilication\2011-09-12 LTR-Kelly Johnson.doe

WET DETENTION BA51N DATA 51-iEET
GPAY50N PARK - PHASE I
POND #5
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (Ai):
BUILDINGS:
ROADS:
SIDEWALKS 8 MF DRIVEWAY5-
OFF5ITE:
AMENITY CENTER:
TOTAL:
PERCENT IMPERVIOUS (1):
I = Ai/Ad = 33.29%
1 ,003,G22 5F
144,480 51' (4G 5F UNITS @ 3,000 5F/UNIT
103,004 5F AND 3 MF UNITS @ 2, 1 GO 5F/UNIT)
20,877 5F
0 5F
G5,950 5F
0 SF
334,311
(5AY3395)
POND #5 SHALL BE G.O' DEEP AND DESIGNED TO REMOVE 90% T55.
5A/DA= 1.4500%
REQUIRED SURFACE AREA AT PERMANENT POOL:
5AU0.= 0.33408 AC. = 14553 5F
SURFACE AREA PROVIDED AT PERMANENT POOL (EL.G2)= 1 51 50.4 5F
............................................................................................................................
5A PROV'D= 15 150.4 > 14553 =5A REQ'D OAK
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM SCHUELER):
Rv=0.05+0.009'(1)
Rv= 0.349G I
VOLUME= I `Kv*Ad = O. G7125 AC -FT �cECETVEI3
= 29239.7 FT ^ 3 SEP 12 2011
VOLUME PROVIDED AT TEMPORARY POOL: BY.---
!NCREM.
TOTAL
EL
SA (5F)
VOL. (CF)
VOI_ (CF)
G2
15150
0
0
G3
17174
IGIG2.1
IGIG2.1
G4
19309
16241.2
34403.3
G5
21572
20440.5
54843.8 FOND#5 DATA 5HEET
PAGE I OF 3
DECEMBER, 2005

5ET TEMP. POOL ELEVATION:
REQ'D EL.= G3.71 G93 4---5AY G3.8
VOL. PROV'D = 32579 CF
.......................................................................................................................... .
VOL. PROV'D= 32579.21 > 29239.7 =VOL. REQ'D OK
FOREBAY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
EL.
5A I F
VOL, (CF)
VOL. (CF)
5G
2545
0
0
57
3G47
309G
309G
58
4850
4248
7344
59
G159
5504
12848
GO
7599
G879
19727
GI
91G8
6363
28110
G2
15150
12i59
402G9
?'U VIDDJIrv!E = 20°lo TOTAL =- Girt CF
CHECK FOREBAY VOLUME:
C--
(5A REQT MET!)
INCREM.
TOTAL
EL.
5A (5F)
VOL. (CF)
VOL. (CF)
57
724
0
0
58
1357
1041
1041
59
2084
1721
27G1
GO
2904
2434
5255
GI
381 G
33GO
8G 15
.F- (5A REQT MET!)
PROV'D VOLUME =
............................................................................................................................
8G 1 5
CF 4' DEEP
FOREBAY)
VOL. PROV'D=
8G 15
— =
8054
=VOL. REQ'D OI
POND#5 DATA 5HEET
PAGE 2 OF 3
DECEMBER, 2005

ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAY5
Q2= 0. 1 G92 1 I CF5 (FOR 2 DAY DRAWDOWN)
05= O.OG7G84 CF5 (FOR 5 DAY DRAWDOWN)
SELECT A 2" CIRCULAR ORIFICE, EL. G2.0' (PERM. POOL EL.)
Q PROV'D= Cd'A'(2cgh)^ 1/2 WHERE: Cd= O.G
A= 0.0216 5F
a= 32.2 FPS/5
h= AVE. HEAD =(I .& - (0.5)(271 2))12
0.8583
Q PROV'D= 0.09724G
r.................................................................
Q2> 0.09724G >Q5 9
DRAWDOWN TIME:
TIME = VOLUME 3.48008 DAYS
Q PROV'D
PONDH5 DATA 5HEET
PAGE 3 OF 3
DECEM5EP.2005

5265 02/1712010 3:16 PM Pg 35
LIMITED LIABILITY COMPANY
ANNUAL REPORT
VALVIVV�1 / VL�IVL
SOSID: 0784319
Date Filed: 2/26/2010 1:30:00 PM
Elaine F. Marshall
North Carolina Secretary, of State
CA201005702501
NAME OF LIMITED LIABILITY COMPANY: Maco Road Partners LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 784319
NATURE OF BUSINESS: Development
REGISTERED AGENT: Mr. Andrew K. Sandman
rivacy Redaction
FEDERAL EMPLOYERID NUMBER
REGISTERED OFFICE MAILING ADDRESS: 7101 Creedmoor Road, Suite 122
Raleigh NC 27613
REGISTERED OFFICE STREET ADDRESS: 7101 Creedmoor Road, Suite 122
Raleigh NC 27613
Wake
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: 919 - 84 5 - 6 6 B 8
PRINCIPAL OFFICE MAILING ADDRESS: 7101 Creedmoor Road, Suite 122
Raleigh NC 27613
PRINCIPAL OFFICE STREET ADDRESS: 7101 Creedmoor Road, Suite 122
Raleigh NC 27613
MANAGERSIMEMBE RS/ORGANIZERS:
Name: Mr. Andrew K. Sandman
Title: Manager/Member
Name:
Address: 7101 Creedmoor Road, Suite 122
City: Raleigh State: NC Zip: 27613
Title: City: State: Zip:
Name:
Address:
Title: City: State: Zip
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
G-- �- ,, z - zg a
FORM MUST BE SIGNED BYVINIANAGERIMEMBER DATE
Mr. Andrew K. Sandman Manager/Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secreiary of State i Corporations Division s Post Office Box 29p52257 0 Raleigh, NC 27626-0525
�CFr V ■ ij
SEP 12 2011

Q
06/02/2003
44,600.00 3
���g��,1aIa� Real Ea,ai•
0� EanM rax
tl[wcsri a:k Cuw A.y Rrv3 i�.l r, of 4xvY'
7r4xrrt. J. Rabircwu,
rm.i 1120399 Oa,k 21WPwie 76J
01:/0:. ?OtIS 05:24:47pn Rwk `a' iUW
\I rXA'-L . , _.M 0 d DUt
TL, rfLL RE t:f"- 40V 4 44
F .:J ._CKAM -&-'-a -t4.Sy
i_REF—,
WE PREPARED THE DEED IN THIS TRANSACTION, BUT WE MADE NO
EXAMINATION OF TITLE AND WE EXPRESS NO OPINION ON TITLE TO
THE PROPERTY.
Prepared by: NANCY M. GUYTON, Attorney at Law
321 North Front Street, Wilmington, NC 28401
Excise Tax: $4600.00 TAX PARCEL No:
Brief description for the Index:
. Two Tracts of Land on N.C. Hwy 87, Mace Road
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, made this '5k— day of Nay, 2005 by and between,
GJS Enterprises, LLC herein, whether one or more, caged GRANTORS, and
Maco Road Partners, LLC, a North Carolina limited liability company, whose
mailing address is 7101 Creedmoor Road, Suite 122, Raleigh, North Carolina
.—___27613.herein,_whether_one-or _more,_called-GRANTEES.___—__.—__ _
WITNESSETH THAT:
THE GRANTORS, for and in consideration of the sum of Ten Dollars
($10.00) and other valuable considerations to them in hand paid by the
GRANTEES, the receipt whereof is hereby acknowledged, have bargained and
sold, and by these presents do hereby bargain, sell and convey unto
GRANTEES and their heirs, successors, and assigns forever, all that certain real
property located In Brunswick County, North Carolina, described on Exhibit A
attached hereto and incorporated herein by reference.
The property hereinabove described was acquired by Grantor by
instrument recorded in Book 1690, Page 669, of the Brunswick County Registry.
TO HAVE AND TO HOLD the above granted and described property,
togetharwith all and singular, the rights, privileges, easements, tenements and
appurtenances thereunto belonging, or in anywise appertaining unto the said —
GRANTEES. their heirs, successors, and assigns, in fee simple, forever. j.
'�` ' .'•` ! .
AND THE GRANTORS, for themselves, their heirs, successors and
Jqm
assigns, do covenant to and with the said GRANTEES, their heirs, successors,
and assigns, that GRANTORS are seized In fee of the above granted and
L
c • -
described property, that GRANTORS have good right to sell and convey the
some in fee simple, that the same is free and clear from any and all restrictions,
easements or encumbrances, and that GRANTORS will and their heirs,
'
successors, and assigns will warrant and defend the title to the same against the
lawful claims and demands of any and all persons whomsoever except for the
exceptions hereinafter stated.
SEP 12 2011

'0 ,
r re3. 1 269399 nook 215-8Payo: 7Q
Title to the property hereinabove described is subject to the following
exceptions:
1. All easements, rights of way and restrictions of retard.
2. All govemmental land use statutes, ordinances or
regulations, including, zoning, building and subdivision
regulations.
3. Ad valorem taxes for current and subsequent years.
IN TESTIMONY WHEREOF, the said GRANTORS have hereunto
executed this deed as of the day and year first above written.
GJS ENTERPRISES, LLC
By: A An
Dennis Crumpler, Manager
By:��
Charles N. Garrett, Jr., Manager

Slate of ife lAiw rnat. A '269149 Swk 71'n1P.ntu: 7'1;
County of 1 to
I.
f-,e,�\F � cert(.� , 40ag, a Notary Public of said
ate and St, do hereby ify that Dennis Crumpler, Manager pe
appeared before me this day and acknowledged that he is the ManaIrldi
ENTERPRISES, LLC, a North Carolina limited liability company, an
Manager, being authorized to do so, executed the foregoing Instru
of the limited liability company.
WITNESS my hand and official seal, this ZS rk day of
,
My Commission Expires: 0-*0121-
[Notarial Seal]
State of North Carolina
County of New Hanover
!OOCx a Notary Public of said County
and State,' hereb c rt that Charles N. Garrett, Jr., Manager personally
appeared before me this day and acknowledged that he is the Manager of OJS
ENTERPRISES, LLC, a North Carolina limited liability company, and that he, as
Manager, being authorized to do so, executed the foregoing instrument on behalf
-__--_-- of limited liabllitlimited liability company_—----------------------___--- _
WITNESS my hand and official seal, this T1 day of May, 2005.
Nol&y Pubilt
My Commission Expires:
[Note�ItLOYLMOORS,
NO7ARMAUC
1 ?MVRANOVER COVN IY, NG 1RAN0VFR COVNTY, NC1
SPATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (ar annexed) Certificate(s) of
GEOFFP.EY N HAAS, KSMBEHLEY L MLV)R
Notary(ies) Public is (are) Cetlified to be Ca6eAt7 aC Jute 20V
This Instrument was filed for Registration on this Day nf�__�
in the Book and page shown on the First Page hereof.
RO g Td. RO S N. Register or Deed.

Jn[:1. tl 7K9399 souk 2L5aP.a1(•: 754
Tract 1
BEGINNING at a pipe in the western right-of-way line of N.C. Highway No. 87
leading from Bishop to Maco, said pipe being located 47 feet as measured in a
Southerly direction along said highway from a concrete culvert under said
highway, said culvert being located 1960 feet as measured in a Northerly
direction along said highway from Its Intersection with State Road 1414. Runs
thence with the Eastern edge of the bay the following courses and distances:
South 63 degrees 00 minutes West, 239.7 feet,
North 80 degrees 57 minutes West, 524.5 feet,
South 19 degrees, 50 minutes West, 309.0 feet,
South 64 degrees 37 minutes West, 169.1 feet,
South 36 degrees 19 minutes West, 162.3 feet,
South 64 degrees 16 minutes West, 528.0 feet,
South 14 degrees 40 minutes East, 108.0 feet,
South 86 degrees 58 minutes East, 534.1 feet,
South 39 degrees 48 minutes East, 256.1 feet,
South 14 degrees 19 minutes West, 321.5 feet,
North 80 degrees 14 minutes West, 381.8 feet,
South 66 degrees 26 minutes West, 280.2 feet,
South 08 degrees 21 minutes West, 109.1 fast,
South 69 degrees 03 minutes West, 352.4 feet,
North 89 degrees 37 minutes West, 295.0 feet,
South 12 degrees 23 minutes West, 176.5 feet,
South 49 degrees 20 minutes East, 380.0 feet,
South 37 degrees 45 minutes East, 389.5 feet,
South 49 degrees 48 minutes West, 294.0 feet,
South 63 degrees 12 minutes West, 272.0 feet,
North 72 degrees 20 minutes West, 309.0 feet,
�__ - --- -- South 62 degrees 46 minutes West, 294.0 feet.
South 11 degrees 20 minutes East, 296.0 feet,
South 30 degrees 00 minutes East, 200.0 feet,
South 78 degrees 00 minutes East, 241.0 feet,
South 43 degrees 07 minutes East, 557.0 feet,
South 18 degrees 15 minutes East, 467.0 feet,
South 55 degrees 00 minutes West, 215.0 feet.
North 85 degrees 30 minutes West, 907.0 feet,
North 30 degrees 44 minutes West, 261.0 feet,
North 44 degrees 00 minutes West, 854.0 feet,
South 66 degrees 15 minutes West, 251.0 feet,
North 72 degrees 30 minutes West, 185.0 feet,
North 12 degrees 17 minutes West, 978.0 feet,
South 81 degrees 53 minutes West, 232.0 feet,
South 00 degrees 30 minutes East, 380.0 feet,
South 36 degrees 09 minutes West, 251.0 feet,
South 09 degrees 15 minute East, 222.0 feel,
1 South 19 degrees 41 minutes West, 387.0 feet, .
South 51 degrees 30 minutes East, 836.0 feet,
South 07 degrees 18 minutes West, 592.0 feet,
South 47 degrees 00 minutes West, 369.0 feet,
North 83 degrees 52 minutes West. 331.0 feet,
South 88 degrees 14 minutes West, 338.0 feet, to a pipe in Sledge's
corner, also in the Old Nixon Ottaway line, thence;
South 48 degrees 30 minutes East, 69.0 feet,
A South 71 degrees 50 minutes East, 360.0 feet,
[ ' South 48 degrees 50 minutes East, 291.0 feet.
q South 32 degrees 30 minutes Fast, 437.11 feet,
l N South 11 degrees 00 minutes East, 163.0 feet,

loot 5 269J94 Wok 2158RxK+: 755
Thence leaving the bay and running South 76 degrees East, 1845 feet to a
kghtwood post In the Eastern edge of another small bay, thence with the edge of
the bay South 8 degrees East 330 feet to a pipe in a small branch; thence North
49 degrees 50 minutes East, 134 feet; thence South 81 degrees 30 minutes
East, 275 feet; thence North 81 degrees 30 minutes East 136 feet; thence South
80 degrees East 270 feet; thence South 88 degrees East, 382 feet; thence North
84 degrees East, 821 feet to a atone marked, "R.F.O "; thence South 59 degrees
20 minutes East, 164 feet; thence South 67 degrees 20 minutes East, 149 feet to
a pipe in the run of Northwest Branch, thence up and with the run of Northwest
Branch 2200 feet more or less to W.S. McKeithan's Northwest corner, thence
with McKethan's line South 89 degrees East, 76 feet to a pipe in the Western
right-of-way line of N. C. Highway No. 87; thence with the Western right-of-way
line of said highway the following courses and distances:
North 01 degrees 00 minutes West, 436 feet,
North 11 degrees 30 minutes West, 687 feet,
North 23 degrees 00 minutes West. 300 feet.
North 35degrees 10 mi sites Wast 500feet
North 19 degrees10 minutes West, 300 feet,
North 03 degrees 00 minutes West, 1300 feet to a point where the old
road intersects the new road, thence with the centerline of the old road as follows:
North 33 degrees 40 minutes East, 460 feet,
North 00 degrees 30 minutes East, 183 feet,
North 29 degrees 30 minutes West, 453 fiat,
North 00 degrees 20 minutes East, 355 feet to a pipe at a lightwood
stump, W.H. Guys comer; thence South 21 degrees 00 minutes West 264 feet
crossing the new highway to the BEGINNING, containing 471 acres, more or
less, together, with all right, title and interest of Nelson Squires and his wife Ethel
Mae Squires, their heirs and assigns, in the land lying within the existing limits of
the rlghtof-way of N.C. Highway No. 87.
This being the identical premises heretofore conveyed to
C.grporation (now Canal Industries, Inc., by merger effecti
Nelson Squires and his wife, Ethel Mae Squires, dated Mi
recorded in Deed Book 228, Page 271, In the Office of the
Brunswick County, North Carolina.
Fear Wood
of
Register of Deeds of
Tract 2:
BEGINNING at a pipe in the western right-of-way line of N.C. Highway 87.
leading from Bishop to Mace, said pipe being located 47 feet as measured in a
southerly direction along said highway from a concrete culvert under said
highway; said culvert being located 1960 feet as measured in a northerly direction
along said highway from its intereection with State Road 1414, runs thence with
the Eastern edge of the bay the following courses and distances:
South 63 degrees 00 minutes West, 239.7 feet,
North 80 degrees 57 minutes West, 524.5 feet,
South 19 degrees 50 minutes West, 309.0 feet,
South 64 degrees 37 minutes West, 169.1 feet,
South 38 degrees 19 minutes West. 152.3 feet.
South 64 degrees 16 minutes West, 528.0 feet.
South 14 degrees 40 minutes East, 108.0 feet,
South 86 degrees 58 minutes East, 534.1 feet,
South 39 degrees 48 minutes East, 256.1 feet,
South 14 degrees 19 minutes West, 321.5 feet,
North 80 degrees 14 minutes West, 381.8 feet,
South 56 degrees 26 minutes West, 280.2 feet,
South 08 degrees 21 minutes East 169.1 feet,
South 69 degrees 03 minutes West, 352.4 feet,
North 89 degrees 37 minutes West, 295.0 feet,
South 12 degrees 23 minutes West, 176.5 feet,

'rc:t ! 269399 IWk J1158Faje: 7b6
South 49 degrees 20 minutes East, 360.0 feet,
South 37 degrees 45 minutes East, 389.5 feet,
South 49 degrees 48 minutes West, 294.0 feet,
South 83 degrees 12 minutes West, 272.0 feet,
South 72 degrees 20 minutes West, 309.0 feet,
South 62 degrees 46 minutes West, 294.0 feet,
South 11 degrees 20 minutes East, 296.0 feet,
South 30 degrees 00 minutes East, 200.0 feet,
South 78 degrees 00 minutes East, 241.0 feet
South 43 degrees 07 minutes East, 567.0 feet
South 18 degrees 15 minutes East 467.0 feet
South 55 degrees 00 minutes West, 215.0 feet
North 85 degrees 30 minutes West 907.0 feet
North 30 degrees 44 minutes West 261.0 feet
North 44 degrees 00 minutes West, 854.0 feet
South 66degreas 15 minutes West 251.0 feet,
North 72 degrees 30 minutes West, 185.0 feet,
North 12 degrees 17 minutes West 978.0 feet
South 81 degrees 53 minutes West 232.0 feet,
South 00 degrees 30 minutes East 380.0 feet,
South 36 degrees 09 minutes West 251.0 feet
South 09 degrees 15 mirMse East 222.0 feet
South 19 degrees 41 minutes West 387.0 feet
South 51 degrees 30 minutes East 836.0 feet
South 07 degrees 18 minutes West, 592.0 feet
Seth 47 degrees 00 minutes West 369.0 feet
North 83 degrees 52 minutes West 331.0 feet
Seth 88 degrees 14 minutes West 338.0 feet
To a pipe at Sledges comer, also in the old Nixon Cttoway Inc, thence with
Sledge Lines: North 14 degrees 30 minutes West, 496 feet
North 02 degrees 40 minutes East, 418 feet
Nodh 23 degrees 40 minutes East, 898 feet
North 26 denrees 50 minutes East 375 feat -_----
North 07 degrees 50 minutes East 462 feet,
North 09 degrees 30 minutes East 371 feet,
North 72 degrees 00 minutes East, 213 feat
North 58 degrees 00 minutes East, 200 feet
North 80 degrees 00 minutes East, 280 feet,
North 88 degrees 00 minutes East, 403 feet,
North 43 degrees 30 minutes East, 291 feet,
North 54 degrees 20 minutes East 300 feet,
North 31 degrees 30 minutes East, 300 feet,
North 44 degrees 00 minutes East, 337 feet to the W.H. Guy comer, thence w.b
agreed lines, North 51 degrees 30 minutes East 225 feet,
North 81 degrees 20 minutes East, 600 feat
North 71 degrees C?n minutes East,100 feet.
North 87 degrees 10 minutes East,165 feet,
North 52 degrees 40 minutes East 747 feet
North 54 degrees 10 minutes East 124 feet,
North 55 degrees 10 minutes East, 331 feet,
1 North 85 degrees 40 minutes East, 264 feet,
South 76 degrees 10 minutes East, 545 feet to the BEGINNING, containing 157
acres, more or less.
This bedrxl the identical premises heretofore conveyed to Cape Fear Wood Corporation
In (now Canal Industries, Inc., by merger effective 9-1•69) by deed of Nelson Squires and
OM his wife, Ethel Mae Squires, dated fvterch 24, 1969, and recorded in Deed Book 228,
rC Page 274. 6n the O(6oe of the Register of Deeds of Brunswick County, North Carolina
and known as the Nelson Squares Tract.

?!al R 2G9799 Book 215aPeye: '157
LESS AND EXCEPT the following described Tracts (A), (B) and (C)
(A) Ali and singular that certain 2.57 acres, more or less, conveyed to Joseph Henry
Goodman and Margaret Goodman Shelton by dead dated January 12, 1981 and
recorded In Book 487, Page 82 of Brunswick County Register of Deeds, also all and
singular that certain 25.00 acres, more or less, conveyed to Thomas J. Young, Jr. and
wife Aveline S. Young by dead dated October 18,1982 and recorded in Book 512,
Page 483, of the Bnmawick County Register of Deeds.
(8) All and singular that certain 8.0 acres conveyed to Jerry Ray Fowler and wife,
Bonnie J. Fowler by dead dated June 18, 1992 and recorded in Book 888. page 484 of
the Brunswick County Registry.
(C) All and singular that certain property designated as Hunter's Ridge
Subdivision, Section One, as shown on plat recorded in Map Cabinet 18, Page
503; Section Two, as shown on plats recorded in Map Cabinet 18, Page 457, Map
Cabinet 19. Page 460, Map Cabinet 21, Page 23 and Map Cabinet 24, Page 535;
and Section Three as shown on plats recorded in Map Cabinet 21, Page 197 and
Map Cabinet 26, Page 303, in the Brunswick County Registry.

CAPE FEAR
Engineering, Inc.
..
151 Poole Road,, Suite 100
BeNille, NC 28451
TEL [phone]
FM (910) 3831045
www.capefearengineerin_q.com
To:
JNCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Ms. Kelly Johnson
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
REUD S E P 2 1 2010
Transmittal
Date: September 21, 2010
File: 820-01
Subject: Grayson Park Phase 1A/1B
Pond Certifications
SW8 060238
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Original
Certification for Pond 1
1
Original
Certification for Pond 4
1
Original
Certification for Pond 5
1
Original
Certification for Pond 6
lit, JFPz9 Y
0
REMARKS Attached, please find the above information for your files. If you have any questions, please do not
hesitate to contact me at 910-383-1044. Thank you.
Cc: File: 820-01 "36"
Received
Date: 01 • Z\ .1 0

CAPE FEAR
Engineering, Inc.
September 21, 2010
Mr. Edward Beck
Regional Supervisor
Surface Water Protection Section
North Carolina Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Stormwater Permit No. SW8 060238
Grayson Park — Phases 1A and 1 B
High Density Subdivision Project
Brunswick County
Dear Mr. Beck:
Please find attached the pond certifications for the stormwater ponds located in
Phases 1A and 1 B of the Grayson Park residential community.
If you have any questions, or require any additional information concerning this
matter, please contact me at 910-383-1044.
Sincerely,
41 7
Greg Presby
L9
2j
151 Poole Road, Suite 100 • Belville, NC 25451 • TEL: [phone] • FAX: [phone]
wwwcapefearengineering.com

CAPE FEAR
j
Engineering, Inc.
157 Poole need, suite 100
BeNilla, NC 2N51
TEL (910) 38X I1
FAX [phone]
www.capefearengineering.com
To:
INCIDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Ms. Kelly Johnson
❑ As Requested ® For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: 08/10/09
File: 820-01 Al
Subject: Grayson Park; Phase 1A/1B
Project No.: SW8 060238
Brunswick County
❑ For Distribution ❑ For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Original
Plan of Action response letter
AUG 1 1 2009
BY:
REMARKS Attached, please find the above information for your use and files. If you have any questions, please do
not hesitate to contact me at 910-383-1044. Thank you.
ape r Engineering, Inc.
Cc: File: 820-0lA1 "36"
Signed:
G egory J. Presby
Received By:
Date: $ I a • O�j

CAPE FEAR
Engineering, Inc.
August 10, 2009
Ms. Kelly Johnson
Environmental Engineer
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Plan of Action for Pond No.'s 1, 4, 5 and 6
Grayson Park Phases — 1 A and 1 B
Stormwater Project No. SW8 060238
Brunswick County
Dear Ms. Johnson:
KIM
AUG 1 1 2009
Cape Fear Engineering, Inc. (CFE) offers this letter as a "Plan of Action' to satisfy the
deficiencies and list of required responses noted in your letter dated July 24, 2009. All
actions will be completed by the November 7, 2009 deadline.
1. CFE will submit the Engineer's Certification for Pond No.'s 1, 4, 5 and 6.
a. Certification will indicate the site is in compliance with its permit.
b. Side slopes and vegetated shelf will be noted in the certification.
2. POND NO. 1: As -Built data confirms that forebay berm has been constructed for
pond no. I. The top and bottom of the forebay berm has design elevations of 49.0
and 46.0 respectively. The as -built elevations are 47.0 and 43.0 respectively.
The elevations of the forebay berm can be accepted in the certification if the
forebay meets the required volume criteria. As -built data indicates the forebay
needs to be excavated in order to achieve the minimum required volume of 8,777
cu.ft. POND NO. 5: As -Built data confirms that forebay berm has been
constructed for pond no. 5 and the actual forebay volume is greater than the
minimum required volume.
3. Draw down and Control Pipes need to be adjusted for Pond No.'s 1 and 5.
a. Pond No. 1: 6-inch draw down pipe: Existing inverts are 50.60 and 50.43
(upper to lower end of pipe). Inverts need to be adjusted to 50.00 and
49.00 respectively.
b. Pond No. 1: 12-inch control pipe: Existing inverts are 52.15 and 49.87
(upper to lower end of pipe). Upper invert needs to be adjusted to 50.90.
Lower invert of 49.87 is ok.
c. Pond No. 5: 12-inch control pipe: Existing invert is 64.97 at the upper end
of the pipe. Inverts need to be adjusted to 64.10 and 64.03 (upper to lower
end of pipe).
4. Copies of the recorded deed restrictions will be submitted to NCDENR with the
Engineer's Certification package.
151 Poole Road, Suite 100 • 8elville, NC 28451 • TEL: [phone] • FAX.., [phone]
wwwca pefearengineering. com

I trust this information will satisfy your request for a plan of action for Pond No.'s 1, 4, 5
and 6 at Grayson Park. If you should require any additional information please contact
me.
Thank you for your time on this matter.
Sincerely,
Greg Presby
Cc: File: 820-01A] "36"
Andy Sandman: Maco Road Partners, LLC
Jon Buxbaum: Maco Road Partners, LLC

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, August 06, 2009 10:34 AM
To: 'Greg Presby'
Subject: FW: Grayson Park 1A & 1B
Attachments: SW8 060238_July 24 2009 Letter.pdf; SW8 060238_July 17 2009 Inspection Pictures.pdf,
Grayson Park Letter.pdf; SW8060238.pdf
Greg,
Per your request, we will extend the due date to Monday, August 10, 2009.
Kelly
-----Original Message -----
From: Johnson, Kelly
Sent: Friday, July 24, 2009 8:50 AM
To: Noelle Winstead; 'Greg Presby'
Subject: FW: Grayson Park lA & 1B
Noelle & Greg,
I have finished this plan revision, however, this site is not in compliance. Please see the
attached letter which will be mailed today.
Have a good weekend,
Kelly
-----Original Message -----
From: Kelly Johnson (mailto:[e-mail]]
Sent: Thursday, April 30, 2009 11:29 AM
To: Noelle Winstead; Greg Presby
Subject: Grayson Park 1A & 113
Noelle & Greg,
The Central Office, Washington Office and Wilmington Office met yesterday to discuss several
items including the proposed outlets for this project. The Division does not support a "pipe
through berm"
design. The attached letter will be mailed today. It is a plan revision request return and
notice of inspection (NOI). The inspection report is also attached, but the pictures are not
due to file size.
Please be aware that I was directed by my supervisor to
convinced her that this course of action was appropriate
if it is not in compliance I will issue an NOV.
Kelly
Kelly Johnson
send an NOV for this project, but I
. The site will be reinspected, and
Environmental Engineer
NC Department of Environment and Natural Resources Surface Water Protection Section
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405

Office: 910.796.7345
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
2