SW7060903_HISTORICAL FILE_20090909

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

WaRo
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Natural Resources
September 9, 2009
Mr. Phillip W. Harrington, Manager
Phillip Harrington Enterprises, LLC
PO Box 2232
Elizabeth City, NC 27906
Subject: Stormwater Permit No. SW7060903
Millbrooke
High Density Subdivision Project
Pasquotank County
Dear Mr. Harrington:
Dee Freeman
Secretary
The Washington Regional Office received a complete Stormwater Management Permit Application for
the permit ownership transfer of Millbrooke on September 9, 2009 from 2 Invest, LLC to Phillip
Harrington Enterprises, LLC. 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. SW7060903, dated September 9, 2009, for the continued
construction of the subject project. The original permit issued for this project to "2 Invest, LLC" on
September 28, 2006, is hereby rescinded. Please keep the original Stormwater "Approved" stamped
plans, dated September 28, 2006, for this project at all times.
This permit shall be effective from the date of issuance until September 28, 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 150B 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 Scott
Vinson, or me at [phone].
Si cer y,
i
Al od e o r
Regional Supervisor
Surface Water Protection Section
AH/sav: C:ISTORMWATERIPERMITISW7060903
cc: Sean Robey, PE
Pasquotank County Building Inspections
,,,,Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: www.ncwaterquality.org 011C 1 943 Washington Square Mall Phone: [phone] FAX: [phone] N Dialt t Caro i l li 4l
Washington, NC 27899 FAX: [phone]
An Equal Opportunily 1 Ahirmative Aelioo Employer ;Vaturally

State Stormwater Management Systems
Permit No, SW7060903
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Phillip Harrington Enterprises, LLC
Millbrooke
Pasquotank County
FOR THE
construction, operation and maintenance of two 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 28, 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 1.6 on page 3 of this permit. The stormwater controls have been designed
to handle the runoff from 12.22 acres of impervious area. The subdivision is permitted for 69
lots each having 5,500 square feet of built -upon area each.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of this permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans.
5. 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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7060903
C.1
The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times.
Pond A
Pond B
a.
Drainage Area, acres:
13.15
.11.95
b.
Total Impervious Surfaces, ac:
5.66
6.56
C.
Pond Depth, feet:
4.00
4.00
d.
TSS removal efficiency:
90%
90%
e.
Design Storm:
V
1"
f.
Permanent Pool Elevation, FMSL:
4.00
4.00
g.
Permitted Surface Area @PP, ftz:
24,057
27,382
h.
Permitted Storage Volume, ft3:
29,047
28,574
i.
Storage Elevation, FMSL:
5.15
5.00
j.
Controlling Orifice:
2.75"0 pipe
2.75" O pipe
k.
Permanent Pool Volume, ft3:
64,321
73,786
I.
Forebay Volume, ft3:
13,525
14,563
m.
Receiving Stream / River Basin:
Knobbs Creek 1 Pasquotank
o.
Stream Index Number:
30-3-8
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1
2
3
"C - Sw"
No homeowner/lot owner/developer shall fill in, after, 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.
The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, does not exceed the allowable built -upon area. 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.
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7060903
4. 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 subdivision, acquisition, or sale of 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.
5. The Director may determine that other revisions to the project should require a modification to
the permit.
6. 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.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
9. 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.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established -in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. 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 SW7060903, as issued by the Division of
Water Quality under 15A 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7060903
f. The maximum built -upon area per lot is 5,500 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. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations.
h. 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.
i. Built -upon area in excess of the permitted amount will require a permit modification.
13. 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.
14. 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.
15. 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 revegetation 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.
16. 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.
17. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
18. 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.
19. Decorative spray fountains will be allowed -in the stormwater treatment systems, 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 either wet pond is 0.25hp.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7060903
20. This permit shall be effective from the date of issuance until September 28, 2016. Application
for permit renewal shall be submitted 180 days prior to the expiration date of this permit and
must be accompanied by the processing fee.
Ill. 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 "Name/Ownership Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties
involved. This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. 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.
2. 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.
3. 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.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee at
all times.
Permit issued this the 9t" day of September, 2009.
N T AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Coleeri H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060903
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7060903
Millbrooke Page 1 of 2
Stormwater Permit No. SW7060903
Pasquotank County
Designer's Certification
I, , as -a duly registered in the State of
North Carolina, having been authorized to observe (period icallylweeklylfull 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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7060903 `
Certification Requirements:
Page 2of2
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
Pasquotank County Building Inspections
Page 8 of 8

�pF W ATFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0 � Coleen H. Sullins, Director
Division of Water Quality
Chuck Wakild, P.E., Deputy Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT NAMEIOWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: SW7060903 fj'1 ; ]) }�r0,4
2. Permit Holder's name: 2 Invest, LLC
3. Signing official's name: Phillip W. Harrington Title: Manager
(person legally responsible for permit)
4. Mailing address: 760 Pitts Chapel -Road_ City:_ Elizabeth City
State: NC ZipCode: 27909 Phone: [phone] FAX: [phone]
(Area Code and Number) (Area Code and Number)
II. NEW OWNER 1 PROJECT 1 ADDRESS INFORMATION
1. This request is for: (please check all that apply)
x a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please comp)
x C. Mailing address change. (Please comr
d. Other (please explain):
2. New owner's name to be put on permit: Phillip
3. New owner's signing official's name and title: Phl
4. New Mailing Address: Po Box 2232
State: NC ZipCode: 27906 Phone: 252-331
(Area C-
5. New Project Name to be placed on permit:
Page 1 of 2
45 below)
;�10� j­eY4,�4L,, 7
S4�
North Carolina Division of Water Quality Internet: www,ncwaterguality.org One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] ;j7tf/tallj/
An Equal Opportun4y/Affirmative Action Employer - 50% Recycled/1 Post Consumer Paper i Yll �i �+J

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS. APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHAN E OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
I, Phillip W. Harrington , attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: N�Date:
New Applicant's Certifica ion: (Must be completed for all transfers of ownership)
I, Phillip W. Harrington attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge.
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: 611- Date: 2 - 3 - O q
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality, SWP
943 Washinton Square Mall
Washington, NC 27889
Page 2 of 2

Permit Number: SW7060903
(to be provided by DWQ)
Drainage Area Number: Pond A
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ❑x does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ❑x does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
-- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem;
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer aeplication.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4

Permit Number: SW7060903
(to be provided by DWQ)
Drainage Area Number: Pond A
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
$wale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future eroblems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion 12roblems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the Rlants rather than s ra in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying,
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number: S W 7 0 6 0 9 0 3
(to be provided by DWQ)
Drainage Area Number: Fond A
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 2.2 5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
ill in the blanks)
1.75 Pe manen`�
--------------- -- Volume
. 0 -ft Min.
Sediment
Storage
FORERAY
Pennanent Pool Elevation 4. 0
Pool
Sediment Removal Elevation 1 . 0 Volume
-------------------------------------- I _----
Bottom Elevation
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number: SW7060903
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:
Millbrooke
BMP drainage area number: Pond A
Print name: Phillip-W. Harrington
Title: Manager/Member, Phillip Harrington Enterprises, LLC
Address: Po Box. 2232, Elizabeth City, NC 27906
252-335—
Signature: 1"r,
Date: 2-5 - Or1
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, — �C„r�-e ,_._ CJCri�.lc- , a Notary Public for the State of
`nCGrali�g , County of -PG5C1 u4c.rOS , do hereby certify that
G s r r\ci�\­' personally appeared before me this'3Yd
day of . k �9 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
t r�
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SEAL
My commission expires LP - t Q - i 3
Form SW40I-Wet Detention Basin O&M-Rev.3 Page 4 of 4

Permit Number: SW7060903
(to be provided by DWQ)
Drainage Area Number: Pond B
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does x❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does X❑ does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
Iocation and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form 5W401-Wet Detention Basin O&M-Rev.3 Page 1 of 4

Permit Number: SW7060903
(to be provided by DWQ)
Drainage Area Number: pond B
BMP element:
Potentialproblem:
How I will remediate the roblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra yin .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50 % of
with pesticide (do not spray).
the basin surface.
Form SW40I-Wet Detention Basin O&M-Rev.3 Page 2 of 4

Permit Number: SW7060903
(to be provided by DWQ)
Drainage Area Number: Pond B
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs re air.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 2 - 25 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
Ull in the blanks)
Permanent Pool Elevation 4 . 0
Sediment Removal 1 - 75 ---- Pe manen Pool
C---------- -- Volume Sediment Removal Elevation 1 -0 Volume
Bottom Elevatio 1.0 ftMin. -----"'___________________
Sediment Bottom Elevation 0. 0 !_1_14n.
Storage Sediment
Storage
FORERAV MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number: S W 7 0 6 0 9 0 3
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Projeciname: Millbrooke
BMP drainage area number:
Print name: Phillip W. Harrington
Title: ManagPr./Me h,—,_r_,__ Phi l l iz Harrington antPr= ri .sP.s, T T r
Address: PO Box 2232, Elizabeth City, NC 27906
Phone: [phone]
Signature: U/
Date: 2 3 - 0 9
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
LGfN'nVQ _S C,9 I - r, a Notary Public for the State of
County of k,, -cLc\K , do hereby certify that
t' Ir1111 W . r�r1 a+n personally appeared before me this3rd
day of C-,kbrU_cV-V,a , and acknowledge the due execution of the
forgoing wet detention Lin maintenance requirements. Witness my hand and official
NE
•'N0T,g91;. m
P A�eLt�
NKIIG�O_�\`\\`\`\
SEAL
My commission expires & - I Q - 13
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

Mr. Lucien O. Morrisette, Member
2 Invest, LLC
764-Pitts Chapel Rd.
Elizabeth City, NC 27909
Dear Mr. Morrisette:
Michael F. Easley, Govenioroa u
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality owe
September 28 2006 ow ;A.,
9
Subject: Stormwater Perfnit No. SW7060903
Millbrooke
High Density Subdivision Project
Pasquotank County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Millbrooke on September 6, 2006. 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 21-1.1000. We are forwarding
Permit No. SW7060903, dated September 28, 2006, for the construction of the subject
project.
This permit shall be effective from the date of issuance until September 28, 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 150B 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 Scott Vinson, or me at [phone].
Sincerely,
AI lodge
Regional Supervisor
Surface Water Protection Section
AHlsav: C:ISTORMWATERIPERMIT1SW7060903
cc: Sean Robey, PE
Pasquotank County Building Inspections
Washington Regional Office
Central Files
�o�se
N,Caro
dvaturai
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Sen'ice
Intemet: %vww.ncwaterqualiry.ore 943 Washington Square Mall, Washington, NC 27889 I-877-623-6748
An Equal OpponunitylAftirmative Action Employer- 50% Recycled110% Post Consumer Paper

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If- ... I

State Stormwater Management Systems
Permit No. SW7060903
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
2 Invest, LLC
Millbrooke
Pasquotank County
FOR THE
construction, operation and maintenance of two 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 28, 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 1.6 on page 3 of this permit. The stormwater controls have been designed
to handle the runoff from 12.22 acres of impervious area. The subdivision is permitted for 69
lots each having 5,500 square feet of built -upon area each.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and
per approved plans.
5. 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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7060903
6. The following design elements have been permitted for this wet detention pond stormwater
facility,
and must be provided in the system at all.times.
Pond A
Pond B
a.
Drainage Area, acres:
13.15
11.95
b.
Total Impervious Surfaces, ac:
5.66
6.56
C.
Pond Depth, feet:
4.00
4.00
d.
TSS removal efficiency:
90%
90%
e.
Design Storm:
1"
1"
f.
Permanent Pool Elevation, FMSL:
4.00
4.00
g.
Permitted Surface Area @PP, ft2:
24,057
27,382
h.
Permitted Storage Volume, ft3:
29,047
28,574
i.
Storage Elevation, FMSL:
5.15
5.00
j.
Controlling Orifice:
2.75"0 pipe
2.75"0 pipe
k.
Permanent Pool Volume, ft3:
64,321
73,786
I.
Forebay Volume, ft3:
13,525
14,563
m.
Receiving Stream 1 River Basin:
Knobbs Creek 1 Pasquotank
o.
Stream Index Number:
30-3-8
p.
Classification of Water Body:
"C; Sw"
ll. 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,
including driveways and sidewalks, does not exceed the allowable built -upon area. 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.
Page 3 of 8 .

State Stormwater Management Systems
Permit No. SW7060903
4. 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 -.subdivision,, acquisition, or sale of 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.
5. The Director may determine that other revisions to the project should require a modification to
the permit.
6. 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.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of�the system
will be repaired immediately.
9. Uparr: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.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoi g compliance with State
Stormwater Management Permit Number SW7060_5ffl, as issued by the Division of
Water Quality under 15A NCAC 2H.1000. 9C3
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.
Page 4of8

State Stormwater Management Systems -
Permit No. SW7060903
f. The maximum built -upon area per lot is 6,500 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. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations.
h. 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.
i. Built -upon area in excess of the permitted amount will require a permit modification.
13. 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.
14. 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.
15. 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 revegetation 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.
16. 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.
17. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
18. 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.
19. Decorative spray fountains will be allowed in the stormwater treatment systems, 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 either wet pond is 0.25hp.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7060903
20. This permit shall be effective from the date of issuance until September 28, 2016. Application
for permit renewal shall be submitted 180 days prior to the expiration date of this permit and
must be accompanied by the processing fee.
III. GENERAL CONDITIONS
1. 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 "Name/Ownership Change Form" must be submitted to the
Division of Water Quality accompanied by appropriate documentation from the parties
involved. This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. 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.
2. 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.
3. 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.
4. 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.
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 days.
9. 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.
Permit issued this the 28th day of September, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060903
Page 6 of 8

5
State Stormwater Management Systems
Permit No. SW7060903
Millbrooke Page 1 of 2
Stormwater Permit No. SW7060903
Pasauotank County
Designer's Certification
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 are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7060903
Certification Requirements:
Page 2of2
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.
$. 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 '
Pasquotank County Building Inspections
Page 8 of 8

0
OFFICE USE ONLY
Date Received Fee Paid Permit Number
r
State of North Carolina R7Q7�[7:9Y[ZT7
Department of Environment and Natural Resources
Division of Water Quality SEP --6 2006
STORMWATER MANAGEMENT PERMIT APPLICATION FORM—,,, r
This form may be photocopied for use as an original UV J ti �
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc, who owns the project):
2 Invest, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Lucien 0, Morrise'tte, Member
3. Mailing Address for person listed in item 2 above:
760 Pitts Chapel road
City: E1 J zahet-h City State: NC Zip:27909
Telephone Number: ( 252 ) 339-1997.
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
off of Halstead Blvd
City:_Hlizabeth City - County:_,-ka'squat:ank
6. Directions to project (from nearest major intersection):
From the intersection of NC 344 (Halstead Blvd) and US 17 (Hughes Blvd)
_travel Southwest on NC 344 approximated 1 mile. Project is on
right, behind Carolina Chrystler
7. Latitude: 360 1 7 , Longitude: 760 1 2 - of project
8. Contact person who can answer questions about the project:
Name: -.Kimberly D- Hamby �_ _ Telephone Number: ( 252 3,35-1888
IL PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99
Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density xHigh Density Redevelop General Permit Other
4, Additional Project Requirements (check applicable blanks):
TCAMA Major Sedimentation/Erosion Control _404/401 Permit xNPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III, PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
run off from lots will zheet 1 across grassed yards into rear lot line ditches
with 6:1 side slopes & into the roadway where curb and gutter routes Stormwater to:
a piped drainage system that drains to two detention ponds designed for 90% TSS
removal
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area:_2_a,43 acres 4. Project Built Upon Area: 42.98 %
5. How many drainage areas does the project have? 3
6. Complete the following information 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.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Knobbs Creek
Knobbs Creek
Receiving Stream Class
I C SW
C SW
-11.95. AC
Drainage Area
AC
Existing Impervious" Area
Proposed Impervious`Area
5.66 AC
6.56 AC
% Impervious" Area (total)
43.04
54.9%
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
On -site Streets
1.08 AC
1.81 AC
On -site Parking
On -site Sidewalks
.29 A
.33 AC
Other on -site lased cn per lot
limits 4.29 AC
4.42AC
Off -site
Total: 5.66 AC
Total: 6.56 AC
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form S WU-101 Version 3.99 Page 2 of 4

Attachment to Stormwater Management Permit Application Form
Information for Third Drainage Area for Millbrooke Subdivision
Basin Information
Draina se Area 3
Receiving stream name
Knobbs Creek
Receiving stream class
C Sw
Draina e area
3.33 AC
Existing impervious area
0
Proposed impervious area
0
% impervious area (total)
0
Impervious surface area
Drainage Area 3
On -site buildings
0
On -site streets
0
On -site parkin
0
On -site sidewalks
0
Other on -site
0
Off -site
0
Total: 0

7. How was the off -site impervious area listed above deri
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. if lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
Z No more than 5, 500square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
Engineer and firm
-Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Hylton & Ptbey, PC
Mailing Address: 150 A 1E Hwy 158 R�St
City: car&n State: i2 Zip: 27921
Phone: ( 252 ) 335.1838 Fax: ( 252 ) 338-5552
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) _Lucien 0. M o r r i 5 e t t e
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be const5akeln conformance with the approved plans, that the required deed restrictions
and protective cov Want 1 b ecorde nd that the proposed project complies with the requirements of 15A
NCAC 2H .1000. /1
Date: O0Z
Form SWU-101 Version 3.99 Page 4 of

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for Use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: millbizQ0kQ
Contact Person: Lu c i en -m- r r j s e t t e Phone Number: _
For projects with multiple basins, specify which basin this worksheet applies to: Pond A
elevations
Basin Bottom Elevation 0 ft.
Permanent Pool Elevation 4 ft.
Temporary Pool Elevation 5.15 ft.
areas
Permanent Pool Surface Area 24 , 057 sq. ft.
Drainage Area 13.15 ac.
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal Z
5.66 ac.
64,321 cu. ft
29,047 cu. ft
13,525 cu. ft
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
3.9 (surface area to drainage area ratio from DWQ table)
2.75 in. (2 to 5 day temporary pool draw -down required)
6.3 in. (10year )
90 % (minimum 85% required)
Form SWU-102 Rev 399 Page 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
��f2�r)
U[.&h b.
The forebay volume is approximately equal to 20% of the basin volume.
WAM c.
The temporary pool controls runoff from the design storm event.
d.
The temporary pool draws down in 2 to 5 days.
_—_____---- e.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f.
The basin length to width ratio is greater than 3:1.
g.
The basin side slopes above the permanent pool are no steeper than 3:1.
min h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i.
Vegetative cover above the permanent pool elevation is specified.
j.
A trash rack or similar device is provided for both the overflow and orifice.
— — — — — — — — — — — k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
(pump)
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does ID does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does ID does not incorporate pretreatment other than a forebay.
lAorm SW U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2. 25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 4.0
Sediment Re oval El. 1_, ;_ _7 KK 175 0
____ _______ _♦ Sediment Removal Elevation 1 .0 75%
Bottom Ele anon 1 f %_____________________.._____________________---------
FOREBAY
Bottom Elevation 0 25%
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Lucien 0. Morrisette
Title: Membe 2 Inveat, LLC
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
A
I, S.k4l
a Notary Public for the State of NO-CartIt Y1G_ ,
County of M&&C do hereby certify that
personal I appeared before me this .�_ day of QQbLc' , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
RR OFFICIAL SEAL
�} Notary Public, North Carolina
!Jf County of Currltuck
Carry J. Callla
My Commission Expires Aug. 22,
SEAL
My commission expires a 0
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name:
Contact Person: T.iic-;,-n-Morrisette Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: Pond B
elevations
Basin Bottom Elevation 0 ft. (floor of the basin)
Permanent Pool Elevation 4 ft. (elevation of the orifice)
Temporary Pool Elevation 5 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 27 , 382 sq. ft. (water surface area at the orifice elevation)
Drainage Area 11.95 ac. (on -site and off -site drainage to the basin)
Impervious Area 6.56 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
73,786
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
28,574
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
14,963
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DA I
4.8
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
2.75
in.
(2 to 5 day temporary pool draw -down required)
Design Rainfall
6.3
in.
(10 year)
Design TSS Removal 2
90
%
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
r When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed basest upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design Tables for both 85% TSS removal and 90% TSS removal.
II. REQUIREI) ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 21-1 .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Tf a requirement has not been met, attacti,justification.
Applicants Initials
KWI f it, The permanent. pool depth is between 3 and 6 feet (requires[ minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 clays.
-----------
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
— — — — — — — — — — — k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control daring cortstrtiction, clean out Of, the
basin is specified prior to use as a wet detention basin.
III. A mechanism is specified which will drain the basin for maintenance or an emergency.
(pump)
Ili. WET DETENTION BASIN OPERATION AND MAINTENANCE ACREEME.N`i'
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 1® does not incorporate a vegelaled filter at the outlet.
This system (check one) 0 does D sloes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Attachment to WET DETENTION BASIN SUPPLEMENT
For Millbrooke
Pond A
Pond has been designed for 90% TSS removal.
k. The pond is located on property that will be maintained by the property owner's
association and it will discharge directly into wetlands located on site.
Pond B
e. Pond has been designed for 90% TSS removal.
k. The pond is located on property that will be maintained by the property owner's
association and it will discharge directly into wetlands located on site.

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect. the wet detention basin system for sediment accumulation, erosion, trash a.ccurrltilation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maxrnlunl height of six inches, and remove trash as needed.
3. Inspect and repair (lie collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2. 25 feet in the forebay, the sediment shall be removed.
sedimerir Rcri 01 1"1. _1-,7- ♦ 7
Bottom Ele atian 1 . 0 2
l'OREBAY
BASIN DIAGRAM
(fill in Tire hlrr,rks)
Pennanent fool Elevation 4 Q
sedimem Ruuoval 1s1evarion 1 . 0 175%
Bottom Elevation
MAIN POND
0 � 25%
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
G. if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SW U-102 Rev 3.99 Page 3 of 4

All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:_ L,uci 2rt O. Morris,QttQ -�
Title: Member, 2 Invest, LLC
Ad
Ph
Sit
Da
Note. The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, os!� tId-U1116'a Notary Public for the State
County of Q-„ty-' )L, o hereby certify that L�-kt i Cc � MOt`n-"1Z24Ae_
personally appeared before me this 1 day of ember MLC , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
OFFICIAL SEAL
Notary Public, North Carolina
County of Currituck
Carrie J. C0111e
My Commission Expires Aug. 22, 2009
SE -AL
My commission expires g(-:�165
Form SWU-102 Rev 3.99 Page 4 of 4

AGE
11111111111111111
� f2l
This document presented and filed:
05/1612016 11:39:03 AM
JOYCE W. PRfrCHARD, Pasquotank Cow", NC
Excise Tax; $0.00
PASQUOTANK COUNTY
Deed number _ & - L1 7 _
Transfert" —0
Delinquent tax 8 `�
Pasquotank Count), Assessor's Office
Excise Tax $ 1 Recording Time, Book and Page
Tax Lot No.: P9o-208 Parcel Identifier No.: 891303228400
Verified by County on the _ day of 20_
by
Mail after recording to THOMPSON & PUREZA, P.A., ioi West Main Street, Elizabeth City, NC 27909
This instrument was prepared by David R. Pureza (NO TITLE EXAMINATION REQUESTED OR PERFORMED)
Brief Description for the index Millbrooke Subdivision Open Space
1 tii5 uhtu maae
NORTH CAROLINA NON -WARRANTY DEED
GRANTOR I GRANTEE
PHILLIP HARRINGTON ENTERPRISES, LLC, MILLBROOKE PROPERTY OWNERS' ASSOCIATION, INC.,
A North Carolina limited liability company a North Carolina non-profit corporation
Post Office Box 2232 7o60 Pitts Chapel Road
Fliaabeth City, NC 27906 Elizabeth City, NC 27409
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNFSSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all those
certain lots or tracts of land situated in the City of Elizabeth City, Elizabeth City Township, Pasquotank County, North
Carolina, and more particularly described as follows:
All of that certain tract or parcel of land described, delineated and designated as "OPEN SPACE PARCEL" on
Page 5 of that certain plat entitled in part "FINAL PLAT FOR MILLBROOKE", said plat being prepared by
Kenneth M. Seymour, Registered Surveyor, dated June 3, 2008, which plat is recorded in Map Book 5o, at
Pages 4 - 8, of the Pasquotank County Registry, and incorporated herein by reference for a more particular
description of the property herein described.
THIS IS A EED OF GIFT
The property hereinabove described was acquired by Grantor by instrument recorded in Deed Book 1003, Page 674.
A map showing the above -described property is recorded in Map Book 5o, Page 5.

BK 1254 PG 081 DOC#434834
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
The Grantor makes no warranty, express or implied, as to title to the property hereinabove described.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this instrument
to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its
Board of Directors, the day and year first above written.
PMU IP HARRINGTON ENTERPRISES, LLC
By: A& W` ?q4�
Phillip W. Harrington, Member/Manager
R.
iAIr$I'r�d1I;P r • =
LSLIC
M C 001C •`
State of North Carolina - County of Pasquotank
I, the undersigned Notary Public of the County and State aforesaid, certify, that Phillip W.
Harrington personally came before me this day and acknowledged that he is the
Member/Manager of PHILLIP HARItINGTON ENTERPRISES, LLC, a North Carolina
limited Liability Company, licensed to do business in North Carolina, and that by
authority duly given and as the act of such entity, they signed the foregoing instrument in
its name on its behalf as its act and deed.
Witness myjland and Notarial stamp or seal, this day of January, 2o15
David R. Pureza, 466y Public
My Commission Expires: 12/15/2017

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ROY COOPER
Governor
MICHAEL 5. REGAN
Secretary
BRIAN WRENN
Ading Director'
NORTH CAROLINA
Environmental Quality
March 9, 2020
Phillip W. Harrington Enterprises, LLC
Attention: Mr. Phillip Harrington, Manager
P.O. Box 2232
Elizabeth City, NC 27906-2232
Subject: Stormwater Permit No. SW7060903 Renewal
Millbrooke
High Density Stormwater Project
Pasquotank County
Dear Mr. Harrington:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060903 for a stormwater treatment system consisting of two
wet detention ponds to serve Millbrooke Subdivision located cn Millbrooke Circle in
Elizabeth City, NC expires on September 28, 2020. This is a reminder that permit
renewal applications are due 180 days prior to expiration. We do not have a record of
receiving a renewal application.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. if this property has changed hands a transfer of
ownership application will also be needed. Permits are not automatically transferred
with the transfer of ownership of property. Permit application forms for renewal and
ownership transfer can be found on our website at:
littos: / /dea.tic.Eyov/about/divisions /ener�rv-tTii tieral-land-resources lever{zv-mineral-laud-
rules/stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, 1 can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at ro enthor e ncdenr. ov.
Sincerely,
7
Roger K. Thorpe
Environmental Engineer
Norrh Carolina Department of Environmental Quality I Division of Energy. Mineral and Land RFSOUrces
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
TH r •»�yn r�� 252946.6481

North Carolina Secretary of State Search Results
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Add Entity to My Email Notification List - View Filings - Print a Pre -Populated Annual Report form - Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Phillip Harrington Enterprises, LLC
Information
Sosld: 0722266
Status: Current -Active
Date Formed: 4/22/2004
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Harrington, Phillip
Addresses
Principal Office
760 Pitts Chapel Road
Elizabeth City, NC 27909-7864
Mailing
Post Office Box 2232
Elizabeth City, NC 27906-2232
Company Off iciats
Reg Office
760 Pitts Chapel Road
Elizabeth City, NC 27909-7864
Reg Mailing
760 Pitts Chapel Road
Elizabeth City, NC 27909-7864
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manaaer
Phillip Harrington
760 Pitts Chapel Road
Elizabeth City NC 27909
https:llwrN,w.sosnc.go�,/online_serviceslsearchlBusiness_Registration_Results 3/9/2020

w"[•,
r LIMITED LIABILITY COMPANY ANNUAL REPORT
;mn..or�
NAME! OF IL'IMITEDUTASILITY,COMPANY: Phillip Harrington_Enterprises, CLC
'SECRETARY0F'STATE1ID NUMBER: 072226R
REPORT FOR THE CALENDAR YEAR: 2019
SECTION A: REGISTERED AGENTS INFORMATION
STATE OF FORMATION: NC
'1. NAME OF ,REGISTERED AGENT: Hanl•in,gton, Phillip
2. SIGNATURE OF THE,NEW REGISTERED AGENT:
- Filed Annu31 Report
1908100362
!019 08:25
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3.REGISTERED 'OFFICE ST.REEF.ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
760 Pitts Chapel Road 760 Pitts Chapel Road
Elizabeth -City, NC 27909-.7864 Pasgtlotank County Elizabeth City, NC 27909-7864
SECTIOW& PRINCIPAL OFFICE.IN FORMATION
1.!DESCRIPTION OF.NATURE OF BUSINESS: Real Estate Investing & Development
2. P.RINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4.]PRINCIPAL'DFPICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
760 Pats Chapel Road Post Office Box 2232
Elizabeth City, NC 27909-7864 Elizabeth City, NC 27906-2232
6.'Select one�f the following if applicable. (Optional see instructions)
Thecarnpany-isaveteran-owned Small business
The company isa se Mce-d isa bled veteran -owned small business
'SECTION aC: °COMPANY OFFICIALS (Enter additional company officials in Section EJ
(NAME: Phillip Harrington NAME::
TITLE: imanager TITLE:
ADDRESS:
760 Pitts Chapel Road
Elizabeth,Gity, Ih1C27909
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION ;a_ CEFMRCATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Phillip iHarfington
'SIGNATURE
!Fnr:nimust'besiarrec9 a'C�mpany+ci81 listed under Section C of This form.
3/22/2019
DATE
Fhilli,p fHarring2n Manager
'Print or Tyrpe�Name of Company Otfir ial Print or TypeTitte of Company Official
This,AnnailReport .tm been fled electronically.
?AAILTO: Socrafary af'Stata, Business Reristralion Division, Post Office Box 29525. Rategh, NC 2762MS25

North Carolina Secretary of State Search Results
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Non -Profit Corporation
legal Name
MILL BROOKE PROPERTY OWNERS' ASSOCIATION, INC.
Information
Sosld: 1077147
Sta 'us: Current -Active
Date Formed: 12/30/2008
Citizenship: Domestic
Annual Report Due Date:
CurrentAnnual Report Status:
Registered Agent: Harrington, Phillip W.
Addresses
Reg Office Reg Mailing
7000 Pitts Chapel Road P.O. Box 2232
Elizabeth City, NC 27909 Elizabeth City, NC 27906
https://www.sosnc.gov/online—services/search/Business_Registration_ResultS 3/9/2020

Filed in Pasquotank County,Nr
obAf[M DollleJ?Summerour
fieglster of Deeds
Bopk 1040 page 914
RECEIVED
SEP 1 `b 2009
DWQ
PROJ #
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK Prepared by: David R. Pureza
DECLARATION OF COVENANT'S, CONDITIONS AND RESTRICTIONS FOR
lYIILLBROOKE
THIS DECLARATION, made this 7-20 day of 2oo9, by
PHILLIP HARRINGTON ENTERPRISES, LLC, a North Car i a limited liability
company, hereinafter called Declarant;
WITNESSETH:
THAT WHEREAS, Declarant is the Owner of certain real property located in Mount
Hermon Township, Pasquotank County, North Carolina, and more particularly described as
follows:
See "Exhibit A" attached hereto and made a part hereof.
WHEREAS, Declarant desires to establish certain restrictions relating to the use
of said property and impose certain criteria, with respect to the construction,
maintenance and operation of improvements and common areas on said property as
hereinafter set forth; and
WHEREAS, Declarant as owner of said property, for the benefit of itself and its
successors and assigns, is desirous of providing for the survival of the restrictions,
obligations and rights imposed upon and benefiting the property which shall survive a
conveyance or lease of any or all of said property; and
WHEREAS, Declarant is desirous of establishing certain rights and imposing
certain obligations with respect to ingress and egress to said property, the common
areas within said property and with respect to utility easements servicing said premises;
NOW, THEREFORE, Declarant hereby covenants, agrees, declares and makes known
that the parcels of real property hereinabove described are hereby subjected to the
following restrictions as to the use thereof, which said restrictions shall run with said
lands by whomsoever owned, and shall be binding upon the successors in interest of the
Declarant:
ARTICLE I
The real property which is, and shall be held, transferred, sold and conveyed subject
to the Protective Covenants set forth in the Articles of this Declaration is located in Mount
Hermon Township, Pasquotank County, North Carolina, and is more particularly
described as follows:
Being all of Lots i through 69 as shown and delineated on that certain map
or plat ntitled in part "FINAL PLAT FOR MILLBROOKE" dated
3 O� prepared b Hyman & Robey, P.C., which said map or
plat is recorded in Map Book, Pages_`:] , Pasquotank County Public
Registry and by reference is incorporated herein.
The real property described in Article I hereof is subject to the Protective Covenants and

Book 1040 Page 916
respect to any lot.
ARTICLE IV
MANAGEMENT AND ADMINISTRATION
The management and administration of the affairs of the Community Use Areas
and maintenance of the stormwater drainage facilities of the Subdivision shall be the sole
right and responsibility of the Corporation. The management shall be carried out in
accordance with the terms and conditions of these Restrictions, the Articles and the
By -Laws of the Corporation, but may be delegated or contracted to managers or
management services.
ARTICLE V
COMMUNITY EXPENSES
The community expenses of the subdivision include:
A. All amounts expended by the Corporation in operating the affairs of the
Corporation; operating, administering, managing, repairing, replacing and improving the
Community Use Areas of the Subdivision, and maintenance of the stormwater
drainage facilities; all amounts expended by the Corporation in insuring the Community
Use Areas in the subdivision; all amounts expended by the Corporation in legal, insurance,
engineering, or architectural fees; all similar fees which may be incurred by the
Corporation from time to time in performing the functions delegated to the Corporation
by these restrictions; and all amounts expended in any form by the Corporation in
enforcing these restrictions, the Articles or the By -Laws.
B. All amounts expended by the Corporation in carrying out any duty or
discretion as may be required or allowed by these restrictions, the articles or the By -
Laws,
C. All amounts declared to be community expenses in the By -Laws or in these
restrictions.
D. All taxes and special assessments which may be levied from time to time by any
governmental authority upon the Community Use Areas in the Subdivision.
ARTICLE VI
ANNUAL GENERAL ASSESSMENT
A Each owner of the lands referred to in the description set forth hereinabove in
Article I hereby covenants and agrees to pay to the Corporation annual general
assessments or charges as hereinafter provided. Such assessments shall begin when a lot
has been conveyed by the original developer, 2 INVEST, L.L.C. The assent of each Owner to
the covenant and agreement to pay such annual general assessments or charges is implied
by acceptance of a Deed for any of said properties (whether or not it shall be expressed in
such Deed). The annual general assessments, together with interests, costs and reasonable
attorneys fees shall be a charge and lien on the land and, subject to the provisions of
Paragraph F of this Article, shall be a continuing lien upon the property against which each
such assessment is made. Furthermore, each such assessment, together with interest, costs,
and reasonable attorneys fees, shall also be the personal obligation ofthe person who was the
owner of the lot at the time when the assessment fell due. The personal obligation for
delinquent assessments shall not pass to a successor in title to a lot unless expressly
assumed by them but, subject to the provisions of this Declaration, delinquent assessments
shall continue to be a lien upon such lot. Provided, however, that the annual assessments or
charges provided for herein shall apply only after said lots have been conveyed by Declarant
to third persons, and Declarant shall not be obligated to pay annual assessments or
charges on lots which have not been conveyed by it.
B. For the calendar year beginning January I, 2009, the maximum annual
general assessment allowed shall not exceed ONE HUNDRED FIFTY AND NO/too
DOLLARS ($15o.00) per lot.

Book 1 040 Page 917
1. For each calendar year, beginning January 1, 2009; the maximum
annual general assessment may be increased each year, not more than ten percent (10%)
above the assessment for the previous year, without any vote of the membership.
2. For each calendar year, beginning January 1, 2009, the maximum
annual general assessment may be increased by an amount greater than ten percent
(io%) of the assessment for the previous year, provided the proposed increase is approved
by a vote of two-thirds of the members who are voting in person or by a proxy at a meeting
duly called for this purpose.
3. The Board of Directors may fix the annual general assessment at an
amount not in excess of the maximum.
4. Once the annual general assessment has been set, notice of the annual
general assessment shall be given to all members. After the initial notice of the assessment,
the assessment shall become due and payable as provided by the Board of Directors.
C. Written notice of any meeting called for the purpose of talang any action
authorized herein shall be sent to all members not less than thirty (3o) days, nor more
than sixty (6o) days in advance of the meeting. At the first such meeting called, the
presence of members or of proxies entitled to cast sixty percent (6o%) of all the votes of
each class of membership shall constitute a quorum. If the required quorum is not present,
another meeting may be called subject to the same notice requirement, and the
required quorum at the subsequent meeting shall be one-half of the required quorum at
the preceding meeting. No such subsequent meeting shall be held more than sixty (6o) days
following the preceding meeting.
D. The annual general assessments levied by the Corporation shall be used
exclusively to improve, maintain and repair the Community Use or Open Space Areas and
Retention Ponds, to pay the expenses of the Corporation, to pay the cost of lighting the
Community Use or Open Space Areas, to pay the cost of any insrranee the Corporation
determines to purchase and to promote the recreation, health, safety, and welfare of the
members and to pay taxes levied upon the Community Use or Open Space Areas.
E. The Corporation shall, upon demand, and for a reasonable charge, furnish
a certificate signed by an officer of the Corporation setting forth whether the
assessments on a lot is binding upon the Corporation as of the date of its issuance.
F. The lien of the assessments provided for herein shall be subordinate to the
lien of any first mortgage. Sale or transfer of any lot shall not affect the assessment lien:
However, the sale or transfer of any lot pursuant to foreclosure of a first mortgage or any
proceeding in lieu therefor, shall extinguish the lien of such assessments as to payments
which became due prior to such sale or transfer. No sale or transfer shall relieve
such lot from liability for any assessments thereafter becoming due or from the lien
thereof.
ARTICLE VII
SPECIAL ASSESSMENTS
Special assessments may be levied against lots for such reasons as are provided in
these restrictions, the articles or the by-laws and on such terms as provided by the Board of
Directors or the members. Either the Board of Directors or the members may levy and
impose special assessments upon a majority vote. The purposes for which special
assessments may be levied include, but are not limited to, providing funds to pay
Community Expenses which exceed the general assessment fund for capital
improvements and extraordinary expenses. Furthermore, special assessments may be
assessed against specific lots. In the event the Owner of a lot fails to comply with the
provisions and requirements of this agreement, the Corporation may perform such
required tasks or remedy such matter and levy the cost of such performance against the
Owner of such lot as a special assessment.
ARTICLE VIII
LIEN FOR ASSESSMENTS

Book 1040 Page 918
Any general or special assessment, if not paid within thirty (3o) days after the date
such assessment is due, together with interest at the rate of ten percent (io%) per
annum, costs of collection, court costs, and reasonable attorney's fees shall constitute a
lien against the lot upon which such assessment is levied. The Corporation may record
notice of the same in the Office of the Clerk of Superior Court of Pasquotank County or file
a suit to collect such delinquent assessments and charges. The Corporation may file
Notice of Lis Pendens, bring an action at law against the Owner personally obligated to pay
the same and/or bring an action to foreclose the lien against the property. No Owner may
waive or otherwise escape liability for the assessments provided for herein.
ARTICLE IX
COMPLIANCE WITH THIS DECLARATION, THE ARTICLES
AND THE BY-LAWS OF THE CORPORATION
In the case of failure of a lot Owner to comply with the terms and provisions contained
in this Declaration, the articles or the by-laws of the Corporation, the following relief
shall be available:
A. The Corporation, an aggrieved lot Owner or Owners within the subdivision
on behalf of the Corporation, or any lot Owner on behalf of all the lot Owners with the
subdivision shall have the right to bring an action and recover sums due, damages,
injunctive relief, and/or such other and further relief as may be just and appropriate.
B. The Corporation shall have the right to remedy the violation and assess the
costs of remedying same against the offending lot owner as a special assessment.
C. If the violation is the nonpayment of any general or special assessment, the
Corporation shall have the right to suspend the offending owner's voting rights and the use by
such owner, his agents, employees and invitees of the Community Use Areas in the
subdivision for any period during which an assessment against the lot remains unpaid.
D. The remedies provided by this Article are cumulative, and are in addition to
any other remedies provided by law.
E. The failure of the Corporation or any person to enforce any restrictions
contained in these restrictions, the article or the by-laws shall not be deemed to waive the
right to enforce such restrictions thereafter as to the same violation or subsequent
violation of similar character.
Prior to availing itself of the relief specified herein, the Corporation shall follow the
hearing procedures as set forth in the by-laws.
ARTICLE X
PROPERTY RIGHTS OF LOT OWNERS, CROSS -EASEMENTS, AND EXCEPTIONS AND
RESERVATIONS BY DECLARANTS
A. Each owner of the lots referred to in the description set forth hereinabove in
Article I shall have, as an appurtenance to such lot, a perpetual easement over and upon
the Community Use and Open Space Areas of Millbrooke. These Community Use and
Open Space Areas and Ponds are comprised of the areas delineated as such as shown and
delineated on the plat of Millbrooke, including any signage. Owners shall have the right to
use such Community Use and Open Space Areas for such purposes or uses to which such areas
were intended as determined by their type, or for which such Community Use Areas are
generally used. Such easements shall be non-exclusive and in conjunction with rights of
others to use such areas, and shall be appurtenant to and pass with the title to each lot
referred to in the description set forth hereinabove under Article I, subject to the
following provisions:
1. The Corporation shall have the right to make reasonable rules and
regulations respecting the use of same.
2. The Corporation shall have the right to suspend the voting rights of a lot

Book 1040 Page 919
Owner and his right to use the Community Use and Open Space Areas within the
Subdivision for any period during which the due assessment against such Owner's lot
remains unpaid as is provided by Article IX hereof, and for a period not to exceed sixty
(60) days for any infraction of its published Rules and Regulations.
3. Easements and rights of way over and upon each lot for drainage
and the installation and maintenance of utilities and services are reserved exclusively to
Declarants for such purposes as Declarants may deed incident and appropriate to its
overall development plan, such easements and rights of way being shown or noted on the
aforesaid recorded plat of the subdivision, which plat is incorporated by reference and made
a part hereof for a more particular description of such easements and rights of way. The
easements and rights of way areas reserved by Declarants on each lot pursuant hereto
shall be maintained continuously by the owner but no structures, plantings or other
material shall be placed or permitted to remain upon such areas or other activities
undertaken thereon which may damage or interfere with the installation or maintenance
of utilities or other services, or which may retard, obstruct or reverse the flow of water or
which may damage or interfere with established slope ratios or create erosion problems.
Improvements within such areas also shall be maintained by the respective owner
except those for which a public authority or utility company is responsible.
4. The rights of the use of utility and service easements and rights -of -way
areas as provided and defined herein for any type of cable transmission system is reserved
exclusively to Declarant, and no other cable transmissions service company or organization
shall be permitted to service any lot or combination of lots except with the expressed
permission of Declarants.
ARTICLE XI
ARCHITECTURAL'STANDARD AND
ARCHITECTURAL STANDARDS COMMITTEE
The Board of Directors shall establish an Architectural Control Committee
(hereinafter referred to as the "Committee") which shall be composed of three (3)
members. The Board of Directors shall have the right to appoint and remove, at any time
and without cause, the three (3) members. The Declarant shall have the right to appoint
and remove two (2) members of the Committee so long as the Declarant continues to own
any portion of the Development Area. At such time as the Declarant no longer owns any
portion of Development Area, or upon notification by the Declarant to the Board of
Directors that it does not desire to continue to appoint two (2) members of the Committee,
all three (3) members shall be appointed or removed at any time and without cause, by
the Board of Directors.
A. No construction, which term shall include within its definition clearing,
excavation, grading and other site work, shall take place except in strict compliance with this
Article, until the requirements thereof have been fully met, and until the approval of the
Committee has been obtained.
B. The Committee shall have exclusive jurisdiction over all original
construction on any lot and late changes or additions after initial approval thereof
together with any modifications, additions or alterations subsequently to be constructed on
any lot or made to any improvements initially approved. The Committee shall prepare
and, on behalf of the Board of Directors, shall promulgate architectural standard
guidelines ("guidelines") and application and review procedures ("procedures"). The
guidelines and procedures shall be those of the Corporation and the Committee shall have
the sole and full authority to prepare and to amend the guidelines and procedures. The
Committee shall make the guidelines and procedures available to owners, builders and
Declarant who seek to engage in the development of or construction upon the lots and who
shall conduct their operations strictly in accordance therewith.
C. The Committee shall have the absolute and exclusive right to disapprove any
plans, specifications or details submitted to it in the event that the same are not in
accordance with any of the provisions of these restrictions and the guidelines; if the design,
color scheme or location upon the lot or lots of the proposed improvements are not in
harmony with the general surroundings or adjacent structures; if the plans or

Book 1040 Page 920
specifications submitted are incomplete; or in the event that the Committee deems the
plans, specifications or details, or any part thereof, to be contrary to the best interests,
welfare or rights of all or any part of the real property subject to this Declaration or the
owners thereof. The Committee may refuse approval of plans upon purely aesthetic
considerations, which in its sole discretion shall appear warranted to protect the beauty and
harmony of the subdivision and each and every lot owner or prospective lot owner within
the development take notice and is bound by these covenants, subject to the power of an
amendment reserved in these covenants.
D. The Committee shall approve or disapprove plans, specifications, and
details submitted in accordance with its procedures within ten (io) days from the receipt
thereof and the decisions of the Committee shall be final and not subject to appeal or review.
Provided, however, that plans, specifications and details revised in accordance with
Committee recommendations may be resubmitted for determination by the Committee. In
the event that the Committee fails to approve or disapprove plans, specifications or details
within ten (io) days after submission of the same to the Committee, approval for the
purposes of this Article shall be deemed to have been given by the Committee.
E. The Committee, or its agent, shall have the right to inspect all construction
to ensure that it is performed in strict accordance with the approved plans, specifications
and details. Upon completion of the construction in accordance with the approved plans,
specifications and details, the Committee shall issue a certificate of completion to the
owner.
F. Nothing contained herein shall be construed to limit the right of an owner to
remodel the interior of his residence or permitted pertinent structures, or to paint the
interior of the same any color desired.
G. Neither the Declarant nor the Committee nor the board of Directors or any
architecture agent thereof shall be responsible in any way for any defects in plans,
specifications or details submitted, revised or approved in accordance with the provisions
contained herein or in the guidelines, nor for any structural or other defect in any
construction.
H. The requirements of this Article shall not constitute a lien or encumbrance
on any lot on which construction is completed, and any subsequent purchaser thereof for
value without notice thereof is in no way affected by the failure of his predecessors in title to
comply with the terms hereof. The requirements of this Article shall not apply to the
Declarant with regard to original erection or construction of a dwelling on a lot.
ARTICLE XI
-STORMWATER-MANAGEMENT COMPL ANCE REQUIREMENTS
A. The following covenants are intended to ensure ongoing compliance with
state stormwater management permit number SW7o6o8oi, as issued by the Division of
Water Quality under i5A 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 is 5,5oo 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

Book 1040 Page 921
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. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
H. 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.
I. Built -upon areas in excess of the permitted amount will require a permit
modification.
ARTICLE XIII
RESERVATION OF SPECIAL DECLARANT RIGHTS
A. In addition to other Special Declarant Rights reserved by the Declarant in
this Declaration, the Declarant reserves the following additional Special Declarant
Rights:
1. Declarant reserves all Special Declarant bights enumerated in
Section 47F-1-103(28) of the Act.
2. Declarant reserves the right, without approval of the Association or
any Owner, to add to or delete part of the Common Elements and to dedicate easements
and rights -of -way over the Common Elements in accordance with the terms of this
Declaration.
3. The Declarant reserves to itself, its successors and assigns the right
of temporary roads, utility services and drainage systems as are necessary in its sole
discretion for the proper development and administration of the Planned Community.
Such right shall extend over, through, under and across the Common Elements.
4. Declarant expressly reserves for itself and its successors and assigns
the right to change and realign the boundaries of any designated Common Property
within the Planned Community, and to make additions thereto.
5. The Declarant reserves as a Development Right the right and option
to create additional Lots in the Planned Community. The Development Right herein
reserved may be exercised with respect to different portions of the Property submitted
herein at different times. No assurances are made as to the boundaries of those portions
or the order in which those portions may be subjected to the exercise of each
Development Right. No assurances are given that if a Development Right is exercised
with regard to one portion of the submitted Property subject to a Development Right,
that a Development Right will be exercised in all or in any other portion of the
remainder of the submitted Property.
6. With regard to improvements shown on the unrecorded
preliminary plats and the final recorded plats of the Planned Community, which have
not been completed as of the date of filing for record of such plat, such improvements
NEED NOT BE BUILT, and the Declarant hereby reserves the right to refrain from the
development and construction of such improvements. In the event the Declarant
chooses not to develop and construct any of the improvements shown on the
preliminary or final recorded plats, the area where such improvements were to be
constructed shall be deemed part of the Common Elements of the Planned Community.
7. The Declarant hereby reserves unto itself, its agents, employees,
successors and/or assigns, as a Development Right, the right, license, privilege and
easement to construct docks, piers, bulkheads, and other related improvements on the
Property. Any docks, piers and related improvements constructed by the Declarant shall

Book 1040 Page 922
be a part of the Common Elements of the Planned Community unless otherwise
indicated on the plats or recorded Supplemental Declaration -of the Planned
Community.
8. The Declarant, its agents, employees, successors and assigns may
maintain such facilities and carry on such activities as may be reasonably convenient or
incidental to the completion, improvement and sale of Lots within the Planned
Community, including without limitation, the right to (a) install and operate
construction trailers, sales offices, signs and model Dwellings, and (b) maintain such
facilities and carry on such activities.
B. The Special Declarant Rights reserved by Declarant in this Declaration
shall not automatically expire by a certain date or by the action or inaction or any
Person except by affirmative action taken by the Declarant. The Declarant may transfer
the Declarant's Special Declarant Rights (as defined in this Declaration and in Section
47F-1-103 of the Act) at any time in the Declarant's sole and absolute discretion.. If such
transfer of Special Declarant Rights is a transfer to the Association, the Association shall
conduct a special meeting of the membership, hereinafter called the Turnover Meeting,
for the purpose of assuring the transition of the Association to Owners other than the
Declarant. Prior to or at' the time of the Turnover Meeting, the Declarant shall convey
the title of the Common Elements to the Association by Non -Warranty Deed, at no cost
to the Association, free and clear of all liens and encumbrances except this Declaration
and any supplements and amendments thereto. The Association covenants that it will
accept a conveyance of all of the Common Elements.
ATTACHMENTS TO RESTRICTIVE COVENANTS OF
MILLBROOKE
ARCHITECTURAL GUIDELINES
I. PURPOSE
A To provide for a plan of development and of architecture based on traditional
styles appropriate to a golfing environment.
B. To outline the procedure by which individual owners may obtain approval to
build houses on lots in Millbrooke.
C. To define the basic requirements governing building of house and the
aesthetic and environmental considerations affecting siting of houses on individual lots.
D. To maintain the duality of the community.
lI. SUBMISSION PROCEDURES
The owner shall submit one copy of the elevation drawings, floor plans and
specifications for each project to the Architectural Control Committee (ACC or
Committee). Submission requirements apply to existing houses (for addition or change) as
well as to new structures. Response will be withheld if assessment due Corporation is
delinquent.
When the Committee finds that the plans conform to the Architectural guidelines,
a letter of approval will be given for the proposed work and the submitted plans returned
to the owner.
A. Duration and insucction
All projects must receive written approval from the Chairman before application is
made for building permits, Approval for a project may be valid for eighteen (18) months.
Extensions maybe given at the discretion of the Committee.

Book 1040 Page 923
B. Final Inspection
A final inspection of the completed project may be made by a Committee member
or other agent of the Chairman to see that everything has been done in accordance with
the owner's full submission.
C. Enforcement
Failure to observe the Committee's recommendations will result in the matter being
referred to Millbiooke Homeowners Association, Inc-, Board of Directors for appropriate
legal action in terms of the covenants included in each owner's deed.
III. DESIGN GUIDELINES
A. Exterior Finishes and Roofs
The exterior finish or materials must be approved by the Committee. Only wood,
vinyl, dryvit and brick exterior finishes or materials will ordinarily be approved by the
Committee. Flat buildup roofs shall not be permitted, and unusual roof structures such as
domes will not ordinarily be approved by the Committee.
Sim
The only permanent signs permitted are to display ONLY the name of the owner
or house (with a maximum size of four square feet), and a small house number to be
specified by the Declarant No commercial signs are permitted, except a temporary "For Sale"
or "For Rent" sign (with a maximum size of 18" x 24")
C. Garbage Racks
Garbage racks should be compatible with the exterior of the house, and located
within the lot boundary near driveway.
IV. CONSTRUCTION
It shall be the responsibility of each owner to insure the contractor or builder and
all subcontractors to obey and observe the restrictive covenants of this subdivision. It
shall be the responsibility of the contractor or builder to insure the removal of trash, signs,
animal control, noise, and damage to other lots.
V. ENFORCEABILITY
The Committee will refer any owner in violation of these guidelines to the
Corporation Board of Directors, only after exhausting all attempts to reach an equitable
solution to a disagreement. In the event the Committee deems the plans, specifications
or details, or any part thereof, to be contrary to the best interest, welfare or rights of all or
any part of the real property subject to the Declaration of Restrictive Covenants or
Fairway Estates or the owners thereof, the Committee may refuse approval of plans upon
purely aesthetic considerations, which in its sole discretion shall appear warranted to
protect the beauty and harmony of the subdivision and each and every lot owner or
prospective lot owner within the development takes notice and is bound by this provision,
subject to the power of an amendment reserved in the covenants. The Corporation
Board is legally empowered to file suit against any owner who does not comply after
reasonable notice.
u0:&*1011[yMAIMILM,[i1;Yo►:��IiIi7K
A. None of the lots set forth in the description set forth in Article I hereinabove
shall be used for any purposes except single-family residential purposes. No structure shall
be erected, placed or be permitted to remain on said lots, other than one detached single;
family residential dwelling, together with such outbuildings or dependencies as may be
approved by the Architectural Committee. Provided, however, that, in addition to one
single-family residence, as provided for herein, a detached garage for no more than

Book 1040 Page 924
three automobiles may be placed on a lot. Any such detached garage shall be located at
least too feet from the front lot line as shown on the plat of said subdivision; further, any
such detached garage shall be constructed of the same materials, including exterior
materials and roof shingles, as the residential building located upon said lot. Any such
detached garage shall not be rented separately for remuneration.
B. Any dwelling constructed on a lot subject to these restrictions shall contain
not less than nine hundred (goo) square feet of fully enclosed and heated floor area
devoted to living purposes (exclusive of roofed or unroofed porches, terraces and garages).
2 INVEST, LLC., as developer of Millbrooke, hereby reserves and retains, and shall have
the right to further amend and modify these restrictions at any time provided developer
owns at least bo% of the lots in said subdivision. Said modifications or amendments by 2
INVEST, L.LC., of these restrictions shall not require the joinder or consent of any other
owners of lots in any portion of Millbrooke.
C. No above -grade structure (except approved fences or walls) may be
constructed or placed on any lot except within the minimum building setback lines as set
forth herein.
1. Twenty-five (25) feet from the lot front and rear lines.
2. Seven (7) feet from the Tot side line.
3. Fifteen (15) feet from the lot side line abutting a right-of-way.
The term 'lot front line" defines the boundary line of the lot that is contiguous to and
bounded by the named street as shown on the recorded subdivision plat. The term "lot
rear line" defines the boundary line of the lot that is farthest from, and subsequently
parallel to, the line of the street on which the lot abuts. The term 'lot side line" defines a
boundary line that extends from the street on which the lot abuts to the rear line of the lot.
An owner of a lot and a portion or all of an adjoining and contiguous lot or lots
may construct a dwelling and/or'other structures permitted hereunder upon across the
dividing line of such adjoining and contiguous lots, all such structures to comply with the
minimum building set back line from the actual boundary lines of the subject owner's
property, and thereafter such combinations of lots or portions thereof shall be treated for
all purposes under these restrictions as a single lot.
D. All plumbing fixtures and sources of sewerage located on a lot shall be
connected to the municipal or other central sewer system serving such lot and all sewer
connections and installations must be approved by the appropriate governmental authorities.
Each such approved sewer system shall be maintained in good and proper worldng order
and condition by the owner in accordance with the requirements of governmental
authorities having jurisdiction. No outside toilet and no individual septic tank sewer systems
shall be constructed or permitted on any lot except during construction as herein expressly
provided.
E. The following general prohibitions and requirements shall apply and control
the improvement, maintenance and use of all lots:
1. No mobile home, trailer, camper, tent, or temporary house, temporary garage or
other temporary outbuilding shall be placed or erected on any lot, provided, however, that the
Committee may grant permission for temporary structures for storage of materials during
construction. No such temporary structures as may be approved shall be used at any
time as a residence.
2. Once construction of a dwelling or other improvements is started on any
lot, the improvements must be substantially completed in accordance with the
approved plans and specifications within twelve (12) months from commencement.
3. During construction of improvements on any lot, adequate portable sanitary
toilets must be provided for the construction crew and the lot must be cleaned of excess
debris, at least once a week.

Book 1040 Page 926
4. All dwellings and permitted structures erected or placed on any lot shall be
constructed of material of good grade, quality and appearance, and all construction shall
be performed in good workmanship manner and quality. The exterior and roof coverings of
all dwellings and permitted structures shall be approved by the Committee. The
requirements of the Committee shall control all improvements to any lot as is therein
specified.
5. Except structures erected by the Declarant, no structure erected upon any lot
may be used as a model exhibit or house unless prior written permission to do so shall have
been obtained from the Committee.
6. All lots, whether occupied or unoccupied, shall be well maintained and no
unattractive growth or accumulation of rubbish or debris shall be permitted.
7. No trash, ashes, garbage or other refuse shall be dumped or stored or
accumulated on any lot or other area in the subdivision.
8. Any dwelling or improvement on any lot which is destroyed in whole or in part
by fire or other casualty must be rebuilt or all debris removed and the lot restored to a
sightly condition with reasonable promptness, provided, however, that in no event shall
such debris remain on such lot longer than three (3) months.
9. No stripped, partially wrecked, or junked motor vehicle, or part thereof, shall
be permitted to be parked or kept on any lot. All motor vehicles of any type kept on any
lot shall have current registration and inspection certificates.
10. No vehicle of any type shall be parked or left unattended overnight on any
street in the subdivision. No mobile home, motor home, trailer, camper or similar vehicle
shall be parked or kept overnight or longer on any lot in such a manner as to be visible to the
occupants of other lots or the users of any street or recreation area. Trailerable
boats are allowed to be parked or kept on lots, but no boat in excess of 24 feet shall be
allowed to be parked on a lot, and all boats parked or kept on lots shall be upon the trailer
used to transport said boat, and rearward of the front minimum building line of said lot,
and adequately screened from view from the street.
11. All fuel storage tanks shall be buried below the surface of the ground and all
outdoor receptacles for ashes, trash, rubbish or garbage shall be installed underground,
screened or so placed and kept as not to be visible to the occupants of other lots or the users
of any street or recreation areas.
'12. No outdoor poles, clotheslines and similar equipment shall be placed on
any lot unless approved by the Committee.
13. All recreational equipment and personal property other than automobiles or
bicycles must be stored neatly and in such a manner as not to be visible from any street.
For purposes of this provision, recreational equipment and personal property shall be
deemed to include any toys, playthings, gardening or lawn care equipment, lawn chairsi
or any portable item utilized for play, recreation, yard work or the like.
14. No sign (excluding typical "For Sale" and builder identification signs or
similar signs not larger than 18" x 24"), billboard or other advertising structure of any kind
may be erected or maintained upon any lot; provided, however, that construction
identification signs approved by the Committee showing the lot number and name of the
builder may be exhibited upon the lot during the period of construction.
15. No radio station or short wave transmitter of any kind shall operate from
any lot or residence with the prior written approval of the Committee, and said operation
will be prohibited in the event that the same causes interference to the reception of
television or radio by other lot owners. All radio and television antenna installations shall be
approved in writing by the Committee before the antenna is installed. No satellite dishes or
antennas shall be permitted to be placed on any lot without the prior written permission
of the Committee, and if allowed, said satellite dishes or antennas must be screened so as
not to be visible from the streets, paths or sidewalks of the subdivision, from

Book 1040 Page 926
Beechtree Drive or Millbrooke Circle.
16. All dwelling connections for all utilities including but not limited to water,
electricity, gas, telephone and television shall be run underground from the proper
connecting points to the dwelling structure in such manner as may be acceptable to the
appropriate utility authority.
17. No animals, livestock or poultry of any kind shall be raised, bred or kept on
any, lot, except that dogs, cats or other household pets in a reasonable number may be kept
provided they are not kept, bred or maintained for any commercial purpose, and
provided further that such pets do not constitute a danger or nuisance to other lot
owners or to the neighborhood.
18. The erection of fences shall require approval of the Committee as provided
in Article II hereof. No fence of chain link type construction or in excess of four feet in
height shall be approved by the Committee, except that the Committee, in its sole
discretion, may approve fences of chain link construction and up to six feet in height for the
purpose of confining pets, provided same does not extend more than twenty-five (26) feet in
any direction and are constructed within the minimum building setback lines.
19. No part of said property shall be used for business, manufacturing,
commercial or professional purposes. No business activity or trade of any kind
whatsoever shall be carried on upon any lot. No trade materials or inventories may be
stored or regularly parked or kept upon the premises. No sign of any style or design shall
be placed or maintained on any lot without the prior approval of the Architectural
Committee. No noxious, offensive or illegal trade or activity shall be carried on upon any
lot, nor shall anything be done on any lot that shall be or become an unreasonable annoyance
or nuisance to other lot owners or to the neighborhood.
ARTICLE VII. APPROVAL BY COMMITTEE OF BUILDER
In conjunction with submission of plans and specifications to the Committee, any
owner proposing to construct a residence upon any lot shall furnish the Committee the
name and address of the general contractor, and approval of the proposed residence shall be
contingent upon the Committee's approval of the general contractor. The Committee
reserves the right to withhold approval of the proposed building of a residence unless the
general contractor to be in charge of said building is approved by the Committee prior to
commencement of construction.
ARTICLE VIII. WAIVER
No provision contained in these restrictions, the articles or the By -Laws shall be
deemed to have been waived, abandoned, or abrogated by reason of failure to enforce
them on the part of any person as to the same or similar future violations, no matter how
often the failure to enforce is repeated.
ARTICLE IX. VARIANCES
The Board of Directors in its discretion may allow reasonable variances and
adjustments of these restrictions in order to alleviate practical difficulties and hardship in
their enforcement and operation. Any such variances shall not violate the spirit or the
intent of this document to create a subdivision of lots owned in fee by various persons with
each such Owner having an easement upon areas owned by the Corporation.
To be effective, a variance hereunder shall be recorded in the Pasquotank County
Register of Deeds Office, shall be executed on behalf of the Corporation, and shall refer
specifically to this Declaration.
ARTICLE X. DURATION. AMENDMENT AND TERMINATION
A. The covenants and restrictions contained in this Declaration shall run with
and bind the land for a term of twenty (2o) years from the date this Declaration is recorded,
after which time, they shall automatically be extended for successive periods of one (1)

Book 1040 NO 927
year. The Declaration may be amended in full or part during the first twenty (2o) year
period by an instrument signed by not less than ninety percent (90%) of the lot
owners, and thereafter by an instrument signed by not less than seventy-five percent
(75%) of the lot owners, provided that no amendment shall alter any obligation to pay
Community Expenses to benefit the Community Use Areas, as herein provided or affect
any lien for the payment of same. To be effective any amendment must be recorded in the
Office of the Register of Deeds of Pasquotank County, North Carolina, and a marginal
entry of same must be signified on the face of this document.
B. Invalidation of any one of these covenants or restrictions by judgment or court
order shall in no way affect any other provisions which shall remain in full force and
effect.
ARTICLE XI,QAPTIONS
The captions preceding the various Articles of these Restrictions are for the
convenience of reference only, and shall not be used as an aid in interpretation or
construction of these Restrictions. As used herein, the singular includes the plural and
where there is more than one owner of a lot, said owners are jointly and severally liable
for the obligations herein imposed. Throughout this Declaration, references to the
masculine shall be deemed to include the feminine, the feminine to include the masculine
and the neuter to include the masculine and feminine.
ARTICLE XII. LIBERAL CONSTRUCTIQN
The provisions of this Declaration shall be construed liberally to effectuate
its purpose of creating a subdivision of fee simple ownership of lots and buildings governed
and controlled by rules, regulations, restrictions, covenants, conditions, reservations and
easements administered by an Owner's Association with each owner entitled to and
burdened with the rights and easements equivalent to those of other owners. -
IN TESTIMONY WHEREOF, PHILLIP W. HARRINGTON, Member/Manager of
PHILLIP HARRINGTON ENTERPRISES, LLC, have hereunto set his hand and seal this
the day and year fast above written.
PHILLIP HARRINGTON ENTERPRISES, LLC
44 [A/. (SEAL)
By: Phillip W. HarrKngton, Member/Manager
State of North Carolina - County of FKAYG Imy-
1, the undersigned Notary Public of the County and State aforesaid, certify that Phillip
W. Harrington personally came before me this day and acknowledged that he is the
Member/Manager of PHILLIP HARRINGTON ENTERPRISES, LLC, a North
Carolina Limited Liability Company, and that by authority duly given and as the act of
such entity, he signed the foregoing instrument in its name on its behalf as its act and
deed.
Witness my hand and Notarial stamp or seal, this
. Z
My Commission Expires:
Mry 20
of 4
• O N[1T4r�R��y ��
Public

Book 1040 Page 928
F. aMrr A
All of that certain parcel of land, together with any improvements located thereon, lying
and'being in Mount Hermon Township, Pasquotank County, North Carolina, which is
more particularly described and delineated as "AREA i,i89,863 SQ. FT. OR 27.32 AC.t
BY D.M.D." on that certain map or plat prepared by Kenneth M. Seymour, P.L.S., dated
July 7, 2005, entitled, in part, "BOUNDARY SURVEY FOR 2 INVEST, LLC", and
recorded in Map Book 313, Page r I . Plat Cabinet _WA. Slide 4 R in the
Pasquotank County Public Registry. Said parcel is further described as follows:
Starting at a point marked by an existing found iron rebar in the southeastern margin of
NANCE CT; thence South 49" 13' 57" West 230.21 feet by TIE LINE ONLY to a point
marked by an existing found iron pipe, BEING THE POINT AND PLACE OF
BEGINNING of the parcel described and delineated as ""AREA 1,i89,863 SQ. FT. OR
27.32 AC.± BY D.M.D." on the above -referenced plat or map; running thence from said
beginning point South 420 40' 38" East 51.14 feet to a point marked by an existing found
iron pipe; thence South 080 35' oo" East 656.98 feet to a point marked by an existing
found iron rebar; thence North 860 15' 34" East 3o6.58 feet to a point marked by an
existing found iron pipe, cornering; running thence South 350 08' 47" West 56.8o feet to
a point in the center of a ditch; thence continuing along the center of said ditch South
350 45' 07" West a distance of 19o.77 feet to a point; thence continuing along the center
of said ditch South 350 36' 34" West a distance of 301.04 feet to a point; thence
continuing along the center of said ditch South 350 40' 31" West a distance of 458.6o
feet to a point; thence continuing along the center of said ditch South 350 38' 27" West a
distance of 356.98 feet to a point; thence continuing South 35' 38' 27" West a distance
Of 115.11 feet to a point in the centerline of a canal, cornering; running thence along the
centerline of said canal North 86' 56' 54 West 179.73 feet to a point; continuing thence
along the centerline of. said canal North 780 53' 03" West 40.08 feet to a point;
continuing thence along the centerline of said canal North 66° 38' 15" West 68.32 feet to
a point; continuing thence along the centerline of said canal North 55' 25 49" West
io8.89 feet to a point; continuing thence along the centerline of said canal North 510 24'
15" West 161.93 feet to a point; continuing thence "along the centerline of said canal
North 490 19' 03" West 140.81 feet to a point; continuing thence along the centerline of
said canal North 30' 16' 13" West 87.91 feet to a point, cornering; running thence North
350 40' 31" East 13.6o feet to a point marked by a set iron witness rebar on the bank of
said canal; continuing thence North 350 40' 31" .East 138.91 feet to a point in the center
of a ditch; thence continuing along the center of said ditch North 360 08' 50" 37.4o feet
to a point; thence continuing along the center of said ditch North 350 40' 31" East
469.o8 feet to a point; thence continuing along the center of said ditch North 350 35' 27"
East 517.38 feet to a point; thence continuing along the center of said ditch North 35' 31'
28" East 289.46 feet to a point; thence continuing along the center of said ditch North
350 48' 31" East 342.43 feet to a point; thence North 35° 17' 30" East 31.44 feet to a
point, marked by an existing found iron pipe, BEING THE POINT AND PLACE OF
BEGINNING.
The property herein conveyed is the same property described, delineated and designated
as Lot No. Five (5) on that plat entitled "Amelia H. Davis Estate, Pasquotank County,
North Carolina, Elizabeth City Township", dated February 16, 1983, made by S. Elmo
Williams, Registered Surveyor, recorded in Map Book io, Page 7, to which reference is
made for a more detailed description.
In in this conveyance is the sixty (6o) feet wide easement delineated on the plat
entitled "Amelia H. Davis Estate, Pasquotank County, North Carolina, Elizabeth City
Township", dated February 16, 1983, made by S. Elmo Williams, Registered Surveyor,
recorded in Map Book 1o, Page 7, and more particularly described Deed Book 797, Page
329, and Deed Book 762, Page 970, Pasquotank County Registry, all of which are
incorporated herein by reference for a more particular description.

North Carolina Secretary of State
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DEPARTMENT of -rFIE=
SECRETARY of STATE
PO Box 29622 :Raleigh, NC 2762"622 [phone]
Date: 9/9/2009
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Corporation Names
Name Name Type
NC Phillip Legal
Harrington
Enterprises,
LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
0722266
Current -Active
4/22/2004
Domestic
NC
Perpetual
Registered Agent
Agent Name:
Registered
Office
Address:
Registered
Mailing
Address:
Principal
Office
Address:
Principal
Mailing
Address:
Harrington, Phillip
760 Pitts Chapel Road
Elizabeth City NC 27909
Post Office Box 2232
Elizabeth City NC
27906-2232
760 Pitts Chapel Road
Elizabeth City NC 27909
Post Office Box 2232
Elizabeth City NC
27906-2232
I of2 9/9/2009 11:39 AM

North Carolina Secretary of State http://www.secretary, state.nc.us/corporations/Corp.aspx?Pitemld=6...
Printable Page
2 of 2 9/9/2009 11:39 AM

, sic caul NC
fn.Co �
on Jaa 0�PWat 12:2715 PIA
hi pAWW of :006
Bc 1003 pAGE 674
Iaw! Jan 04 2008
1L660.0 tarn
9r.r+ .t
North C vka CMtV
Roal F-otato txcisa Tax
Tax Lot No.
Verified by
by
Excise Tax $ 1 Recording Time, Book and Page
Parcel Identifier No. 89iggn?R9856
County on the _ day of
Mail after recording to The T wIford Law Firm, PC, P.O. Box 99, Elizabeth City, NC 27909
This instrument was prepared by David R. Pureza, The T wiford Law Firm, PC
Brief Description for the index Tract, Map Book 39, Page ii
20
NORTH CAROLINA GENERAL WARRANTY DEED
1 HIN lihMJ maaeJanuarY39 soon riaha Between
GRANTOR
2INVESI', LDC,
A North Carolina Limited Liability Company
Post Office Box 2232
Elizabeth City, NC 27906
PHILLIP HARRINGTON ENTERPRISES, LLC
A North Carolina Limited Liability Company
Post Office Box M2
Elizabeth City, NC 2 T906
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all those
certain lots or tracts of land situated in Mount Hermon Township, Pasquotank County, North Carolina, and more
particularly described as follows:
See "Exhibit A" attached hereto and made a part hereof.
The property hereinabove described was acquired by Grantor by instrument recorded in Deed Book 875, Page 287
A map showing the above -described property is recorded in Map Book 39, Page ii.
PASQUOTANK COUNTY
Deed number 09 - 1 7—
Transfer tax $ g .z OO, 0 6
Pasquotank County Assessor's Office

BOOK 1003 PAM 675
EXHIBIT A
All of that certain parcel of land, together with any improvements located thereon, lying and
being in Mount Hermon Township, Pasquotank County, North Carolina, which is more
particularly described and delineated as "AREA 1,189,863 SQ. Fr. OR z7.32 AC.:t BY D.M.D."
on that certain map or plat prepared by Kenneth M. Seymour, P.L.S., dated July 7, 2005,
entitled, in part, "BOUNDARY SURVEY FOR 2 INVEST, LLC", and recorded in Map Book 39,
Page 1r, in the Pasquotank County Public Registry. Said parcel is further described as follows;
Starting at a point marked by an existing found iron rebar in the southeastern margin of NANCE
CT; thence South 49' 13' 57" West 230.21 feet by TIE LINE ONLY to a point marked by an
existing found iron pipe, BEING THE POINT AND PLACE OF BEGINNING of the parcel
described and delineated as ""AREA 1,189,863 SQ. Fr. OR 27.32 AC.* BY D.M.D." on the above -
referenced plat or map; running thence from said beginning point South 42° 40' 38" East 51.14
feet to a point marked by an existing found iron pipe; thence South 080 35' oo" East 656.98 feet
to a point marked by an existing found iron rebar; thence North 861 15' 34" East 306.58 feet to a
point marked by an existing found iron pipe, cornering; running thence South 35° 08' 47" West
56.8o feet to a point in the center of a ditch; thence continuing along the center of said ditch
South 350 45' 07" West a distance of 190.77 feet to a point; thence continuing along the center of
said ditch South 350 36' 34" West a distance of 301.04 feet to a point; thence continuing along
the center of said ditch South 350 40' 31" West a distance of 458.60 feet to a point; thence
continuing along the center of said ditch South 350 38' 27" West a distance of 356.98 feet to a
point; thence continuing South 350 38' 27" West a distance of ir5.r1 feet to a point in the
centerline of a canal, cornering; running thence along the centerline of said canal North 86" 56'
54 West 179.73 feet to a point; continuing thence along the centerline of said canal North 780 53'
03" West 40.08 feet to a point; continuing thence along the centerline of said canal North 66'
38' 15" West 68.32 feet to a point; continuing thence along the centerline of said canal North 55'
25' 49" West Io8.89 feet to a point; continuing thence along the centerline of said canal North
516 24' 15" West 161.93 feet to a point; continuing thence along the centerline of said canal
North 490 19' 03" West 140.81 feet to a point; continuing thence along the centerline of said
canal North 300 16' 13" West 87.91 feet to a point, cornering; running thence North 35' 40' 31"
East 13.6o feet to a point marked by a set iron witness rebar on the bank of said canal;
continuing thence North 35" 40' 31" East 138.91 feet to a point in the center of a ditch; thence
continuing along the center of said ditch North 36" 08' So" 37.40 feet to a point; thence
continuing along the center of said ditch North 350 40' 31" East 469.08 feet to a point; thence
continuing along the center of said ditch North 350 35' 27" East 517.38 feet to a point; thence
continuing along the center of said ditch North 35" 31' 28" East 289.46 feet to a point; thence
continuing along the center of said ditch North 350 48' 31" East 342.43 feet to a point; thence
North 35017' 30" East 31.44 feet to a point, marked by an existing found iron pipe, BEING TH E
POINT AND PLACE OF BEGINNING.
The property herein conveyed is the same property described, delineated and designated as Lot
No. Five (5) on that plat entitled "Amelia H. Davis Estate, Pasquotank County, North Carolina,
Elizabeth City Township", dated February 16, 1983, made by S. Elmo Williams, kegistered
Surveyor, recorded in Map Book 10, Page 7, to which reference is made for a more detailed
description. .
included in this conveyance is the sixty (60) feet wide easement delineated on the plat entitled
"Amelia H. Davis Estate, Pasquotank County, North Carolina, Elizabeth City Township", dated
February 16, 1983, made by S. Elmo Williams, Registered Surveyor, recorded in Map Book ro,
Page 7, and more particularly described Deed Book 797, Page 329, and Deed Book 762, Page
470, Pasquotank County Registry, all of which are incorporated herein by reference for a more
particular description.
Grantor also hereby conveys any and all rights it has, by virtue of that certain Deed of Easement
recorded in Deed Book 964, Page 361, in and to that certain tract of land described, delineated
and designated as "AREA 435 SQ. Fr. OR o.01 AC. t BY D.M.D.", on that certain plat or survey
prepared by Hyman & Robey, Land Surveyors & Consulting Engineers, dated January 10, 20o6,
entitled, in part, "BOUNDARY SURVEY FOR 2 INVEST, LLC", said plat or survey is attached
recorded in Deed Book 964, Page 362, and incorporated herein by reference for a more
particular description of the property described herein.

PROJECT DESCRIPTION. ':M'---
Millbrooke SEP -S 2006
Pasquotank County - Elizabeth City - North Carolina
August 31, 2006
Millbrooke is a proposed 69 lot residential subdivision located off of Halstead
Boulevard (NC 344). The tract to be subdivided contains 27.32 acres, of which 2.08
acres along the southwestern edge of the property are 404 wetlands. There is also a
FEMA non -encroachment zone in the vicinity of the wetlands. A 1.11 acre easement is
being dedicated as right-of-way for the road into the subdivision for a total project area of
28.43 acres. The land is currently vacant and is zoned R-10 (Residential 10,000 sf lots).
Development of this subdivision will include construction of approximately 4,194
If curb and guttered streets with sidewalks, water main, gravity sewer main, a sewer pump
station, sewer force main and two detention ponds. The streets will contribute 2.89 acres
of impervious surface and the sidewalks will be another 0.62 acres. Coverage on each lot
will be limited to 5,500 s£ The maximum coverage for the development is 12.22 acres or
42.98%. Due to the on -site soil types of Dragston and Nimno with a small portion of
Augusta and the seasonal high water table, wet detention is the most appropriate
stormwater treatment method to use in this area. Both ponds will discharge to the
existing wetlands on the west side of the property. The wetlands are part of a tributary of
that drains northwesterly into Knobbs Creek.
In addition to meeting state requirements for stormwater treatment, this site will
comply with the City of Elizabeth City's Stormwater Ordinance. This ordinance requires
that post development runoff not exceed pre development runoff during a 10 year storm
event. Rational method analysis indicates a pre development peak runoff of 41.79 cfs.
The post development runoff for Drainage Area 1 is 25.64 cfs into Detention Pond A and
a peak pond discharge of 16.74 cfs. The post development runoff for Drainage Area 2 is
23.9 cfs into Detention Pond B and a peak pond discharge of 13.21 cfs. Based on these
calculations, post development discharge during a 10 year storm will be 29.95 cfs.
Drainage Area 1 contains 13.15 acres that are designed to drain to Detention Pond
A. This drainage area includes 46,871 sf (1.08 ac) of roads and 12,501 sf (.29 ac) of
sidewalks. It includes lots 16-33 and 39-48 and a portion of lots 34-38 and 49-54. The
maximum impervious area allowed per lot is 5,500 sf or a total of 187,000 sf (4.29 ac)
for this drainage area. The resulting maximum impervious area for this drainage area is
5.66 acres or 43.04%. All of the roadway drainage will be collected in curb and gutter
and an underground piping system. Runoff from the lots will sheet flow across grassed
yards into rear lot line ditches with 6:1 side slopes and over the curb into the curb and
gutter system. The rear lot line ditches are routed into the piped drainage system that
drains to Detention Pond A. Detention Pond A has been designed for 90% TSS removal.

Ii
Drainage Area 2 contains 11.95 acres that are designed to drain to Detention Pond
B. This drainage area includes 78,976 sf (1.81 ac) of roads and 14,289 sf (.33 ac) of
sidewalks. This area includes lots 1-15 and 55-58 and a portion of lots 34-38, 49-54, and
59-69. The maximum impervious area allowed per lot is 5,500 sf or a total of 192,500
sf (4.42 ac) for this drainage area. The resulting maximum impervious area for this
drainage area is 6.56 acres or 54.9%. All of the roadway drainage will be collected in
curb and gutter and an underground piping system. Runoff from the lots will sheet flow
across grassed yards into rear lot line ditches with 6:1 side slopes and over the curb into
the curb and gutter system. The rear lot line ditches are routed into the piped drainage
system that drains to Detention Pond B. Detention Pond B has been designed for 90%
TSS removal.
Drainage Area 3 contains the remaining 3.33 acres of the project and will contain
no impervious surfaces. This drainage area consists of the areas within and adjacent to
the wetlands and non -encroachment zone that will not be routed to the detention ponds.
The total disturbed area for development will not exceed 26 acres. This includes
the entire tract (except for the area in 404 wetlands and the FEMA non -encroachment
zone), the area within the road easement that accesses the property, and a portion of the
NCDOT right-of-way as necessary for utility connections. Limits of disturbance have
been shown on the plans.

North Carolina
Elaine F. Marshall DEPARTMENTOF -1-FiE
Secretary SECRETARY OF STATE
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PO Box 29622 Raleigh, NG 27626-0622 [phone]
Date- 8/14/2006
Click here to:
Pagc i ( i1
View Document Filings 1
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Corporation Names
Name Name Type
NC 2 Invest, LLC Legal
Limited Liability Company Information
5b51D:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing Address
Principal Office Address
Principal Mailing Address:
0766460
Current -Active
2/1 1 /2005
Domestic
NC
Perpetual
Harrington, Phillip
760 Pitts Chapel Road
Elizabeth City NC 27909
760 Pitts Chapel Road
Elizabeth City NC 27909
760 Pitts Chapel Road
Elizabeth City NC 27909
760 Pitts Chapel Road
Elizabeth City NC 27909
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
SEP --6 2006
U oUQ-1PJA'R0
http://www.secretary.state.ne.Lis/corporations/Corl).asl)x?Pitem1(1=7690216 8/14/2006

Hyman & Rahey, PC
Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
[phone] Fax
Scott Vinson, Environmental Engineer
Division of Water Quality -Surface Water Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: Stonnwater Management Pen -nit
Express Pennitting
Millbrooke
Project 4 041212
Dear Mr. Vinson:
September 1, 2006
SEP -6 2006
UP" Ci TlAR 90
Enclosed for your review and approval, please find the following items:
Two (2) copies of sheets 1, 2, 5, & 6 for the above referenced project.
2. The original and one copy of the Stormwater Permit Application and
required attachments.
Two (2) copies of the project description and calculations.
4. Printout from NC Dept. OF Secretary of State showing NC registered agent
for 2 Invest, LLC.
5. Check in the amount $4000.00 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
cc: file
Lucien Morrisette
Sincerely,
Scan C. Robey, P.E.
- �'_ J"
Kimberly D. Hamby
Project Manager
P. O. Box 339, Camden, NC 27921

AG;
NCDENR
North Carolina Department of Environment and Natural Resources
943 Washington square Mall, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
Please include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following workday. Thank youl Lyn Hardison I n.hardison cmail.net
APPLICANT Name Lucien Morrisette _
Company 2 Invest, LLC
Address 760.Pitts chapel Road _ CitylState ip_ 979ng
Phone [phone] Fax Email
PROJECT Name Millbrooke County Pasquotank
PROJECT LOCATION ADDRESS
ENGINEER/CONSULTANT
Company Hymen & Robey, , PC _
Address_ A L),g Hxy 158 East CitylStateCamden, NC Zip27921
Phone [phone] _ _ Fax [phone] Email
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination; # of Stream calls; Stream Name
-------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------
El STORMWATER ❑ Low Density High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO Rmbbs seek STREAM NAME -RIVER BASIN
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND (,QUALITY ® Erosion and Sedimentation Control Plan with 26 acres to be disturbed. CK #1r� 1
--------------------------------------------------------_-----------_---__-_---__--_---_--------_--_-------------------------- -1_� --------------------------
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
CIRCLE YIN: 401 Application ❑Yes ❑ No 404 Application in Process wlUSCOE ❑Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
CHECK #_ 1 04�)
For DENR use only I EE' i [K ©
`� `
SUBMITTAL DATES: Fee Split for multiple permits: _� 2Q�
SW q - 6 o) _ $ A,�rr� .6-7
CAMA $
LQS _ c $ DWO-41 AIR0
401 $�
Total Fee Amount $ 4GCO

PERMANENT POOL DETENTION PONDS
DESIGN OF POND
Millbrooke Subdivsion - Pond A
10 Yr, 24 Hr Storm
DETENTION POND
f 70,FT CIF, -
SEP -6 M6
Hyman & Robey, PC
150-A Hwy 158 East
Camden, NC 27921
(252)-335-1888
08/31 /06
SAIDA PERCENTAGES FOR 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
%IMPRV
3.0 FT
3.5 FT
4.0 FT `
4.5 FT
5.0 FT
5.5 FT
6.0 FT
6.5 FT
10%
1.3
1.0
0.8
0.7
0.6
0.5
0.4
0.3
20%
2.4
2.0
1,8
l .7
1.5
1.4
1.2
1.0
30%
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
400/o
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
60%
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
70170
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
90%
10.7
9.0
7.9
7.2
.6.5
59
5.2
4.6
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
WATERSHED AREA:
WATERSHED °Io IMPERVIOUS:
PERMANENT POOL ELEVATION:
DESIGN PERMANENT POOL DEPTH:
SAIDA PERCENTAGE FACTOR:
POND SURFACE AREA REQ'D:
FORESAY AREA:
AT WIDTH = 0.33 LENGTH,
WIDTH = 86.2936 LF
LENGTH = 258.881 LF
Use these dimensions: WIDTH
LENGTH
13.15 ACRES
45 %
4 FT
4 FT
3.9
22340 SF
6702 SF
VOLUME OF I" RAINFALL
AREA OF ROOFS: 4.29 AC
AREA OF PARKING/CONCRETE: 1.37 AC
AREA OF GREEN AREAS: 7.49 AC
VOLUME OF RUNOFF 25734.9 CF
STORAGE DEPTH FOR MINIMUM AREA =
ELEVATION OF I" RAINFALL = 5.06
Page I
7.0 FT
0.2
0.9
1.4
1.9
2.4
2.9
3.4
3.9
4.3
(FROM ABOVE TABLE -TAKEN FROM DESIGN OF STORM WATER
CONTROL FACILITIES WORKSHOP MANUAL - PENC 19$$)
(BASED UPON MINIMUM SURFACE AREA)
90 LF
270.5 LF
Normal Pool Elevation Gf. J
/SLAL : 1.
18550
1!lllllllillj1`\ �
VOL (CF)-l(ROOF* l .0)4{PARKING*.95)+(GRASS*0.2)1*43,560/12
1.06 FT
f

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.14893 CFS
Q(5 DAYS) = 0.05957 -CFS
l" RUNOFF STAGE 1.06 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
i " RUNOFF OUTLET DEVICE: 2.33672 INCH DIA HOLE
DIAMETER OF HOLE TO USE: 2.75 INCH DIAMETER
1 " STORM RUNOFF DRAWDOWN TIME 2.06291 DAYS
A=IQ/(Cd*SQRT(2gh))l* 144
Rad.=SQRT(A/PI)
Dia. =2*Rad.
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge = 25.64 cfs
Tc = Time of Concentration = 27.28 min
Calculation of Tp (Time to Peak)
From SCS NEH 4, page 15-7 Eqn. 15.4
Lag Time (L) _ (l"0.8*(S+1)^0.7)/( I900*Y^0.5) for Lin Hrs
where: i = hydraulic length of watershed (ft) = 1855
S = (l 00O/CN)-10 — 2.5
CN = approximately Same CN from TR-55 = 80
Y = avg. watershed land slope in % - 0.22
S = (I OOO/CN)-10 = 2.5
L=. 1.1106 hrs
From SCS NEH 4, page 16-7 Eqn. 16.7
Tp=D/2+L
where : D = unit of excess duration rainfall (hrs)
L = Lag Time (hrs)
From SCS NEH 4, page 16-8 Eqn, 16.12
D = 0.133 tc
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D = 0.06047 hrs
Tp =
1.14084 hrs =
68.4501
min
Volume under Hydrograph =
1.39 * Qp * Tp =
146372
Cubic Feet

Inflow Hydrograph ;
SCS Dimensionless Hydrograph
Time Discharge Time Discharge Volume
Ratio Ratio hr cfs cf
----------------------------------------------
0.00
0.00
0.00
0.10
0.03
0.11
0.20
0.10
0.23
0.30
0.19
0.34
0.40
0.31
0.46
0.50
0.47
0.57
0.60
0.66
0.68
0.70
0.82
0.80
0.80
0.93
0.91
0.90
0.99
1.03
1.00
1.00
1.14
1.10
0.99
1.25
1.20
0.93
1.37
1.30
0.86
1.48
1.40
0.78
1.60
1.50
0.68
1.71
1_60
0.56
1.83
1.70
0.46
1.94
1.80
0.39
2.05
1.90
0.33
2.17
2.00
0.28
2.28
2.20
0.21
2.51
2.40
0.15
2.74
2.60
0.11
2.97
2.80
0.08
3.19
3.00
0.06
3.42
3.20
0.04
3.65
3.40
0.03
3.88
3.60
0.02
4.11
3.80
0.02
4.34
4.00
0.01
4.56
4.50
0.01
5.13
5.00
0.00
5.70
Volume under hydrograph =
1
3
5
8
12
17
21
24
25
26
25
24
22
20
17
14
12
10
8
7
5
4
3
2
1
l
l
1
0
0
0
0
316
1053
2001
3264
4949
6950
8635
9793
10425
10530
10425
9793
9056
8214
7161
5897
4844
4107
3475
2949
4360
3096
2253
1622
1158
842
611
442
316
232
263
0
139032 cf
u//
IS
V061,5 1 -
VOINE P•'
NIT
Based upon runoff volume = 146372 cf Depth req'd for minimum area = 6.01241 11

STAGE STORAGE
FUNCTION OF POND
Page 4
(FOR RECTA
GULER DETENTION POND ONLY)
Pond Side Slope (M) =
3
Minimum surface
area taken at normal water level
BASIN AREA
INCR ACCUM
VOLUME VOLUME STAGE In s In
Z
Z est Elevation
S Z
sf
cf cf ft
24345
0 0 0 Surface area at normal pool
4
25436
12445 12445 0.5
9.43
-0.69
0.57
4.5
26544
12995 25440 1
10.14
0.00
1.07
5
27671
13554 38994 1.5
10.57
0.41
1.55
5.5
28815
14121 53115 2
10.88
0.69
2.02
6
29978
14698 67813 2.5
11.12
0.92
2.50
6.5
31158
15284 83097 3
11.33
1.10
2.98
7
32357
15879 98976 3.5
11.50
1.25
3.47
7.5
33573
16482 115458 4
11.66
1.39
3.97
8
34808
17095 132553 4.5
11.79
1.50
4.47
8.5
36060
17717 150270 '5
11.92
1.61
4.99
9
Regression Output:
Constant j 9.34346 Ks = SIZ^b = 23595.42
Std Err of Y Est++ 0.00969
R Squared 0.99962
No. of Observations 7
Degrees of Freedom 5
1
X Coefficient(s 1.15215 = b
Std Err of Coef. 0.01009
FOR VERTICAL SIDED DETENTION POND SET b=0, AND Ks = SURFACE AREA (SF)
i
STAGE DISCHARGE
(FOR RISERJARRELL SPILLWAY W EMERGENCY WEIR)
RISER
Dr =
24
Riser Dia. (in)
Etop =
20.00
Elev. Top Riser (ft) 10.01
Cwr =
3.3.3
Riser weir coeff
Cdr -
0.60
Riser orifice coeff
H 1 n =
5
Number of Holes
H 1 d =
2
Hole Dia. (in)
EH 1 -
20.00
Elev. Holes (1)
H2n -
5
Number of Holes
H2d =
2
Hole Dia. (in)
EH2 -
20.00
Elev. Holes (2)
Han =
0
Number of Holes

Elevation
4.00
4.00
4.02
4.08
4.18
4.33
4.54
4.81
5.13
5.48
5.81
6.09
6.32
6.49
6.59
6.65
6.66
6.63
6.57
6.50
6.43
6.27
6.13
5.99
5.88
5.78
5.69
5.62
5.56
5.51
5.46
5.37
3d =
2
Hole Dia. (in)
H3 =
20.00
Elev. Holes (3)
ARREL:
;
b =
15
Barrel Dia. (in)
inv =
20.00
Elev Invert Barrel (ft)
db =
0.60
Barrel orifice coeff
Barrell Adjustment Factor
MERGENCY WEIR
Page 5
I
w
=
3
Weir coeff
cr
5.15
Elev weir coeff (ft)
w
=
3.00
Weir Length (ft)
.iser
Riser
Riser
[Ole
Hole
Hale
Riser Riser
Barrel
Principal
Emergcy
(1)
(2)
(3)
(weir) (orifice)
Spillway
Weir
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0:0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
I
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
I
0.0
0,0
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.7
0.0
0.0
0.0
0.0
0.0
0.0
0.00
4.8
0.0
0.0
0.0
0.0
0.0
0.0
0.00
8.2
0.0
0.0
0.0
0.0
0.0
0.0
0.00
11.4
0.0
0.0
0.0
0.0
0.0
0.0
0.00
13.9
I
0.0
0.0
0.0
0.0
0.0
0.0
0.00
15.6
0.0
0.0
0.0
0.0
0.0
0.0
0.00
16.5
0.0
0.0
0.0
0.0
0.0
0.0
0.00
16.7
0.0
0.0
0.0
0.0
0.0
0.0
0.00
16.2
0.0
0.0
0.0
0.0
0.0
.0.0
0.00
15.3
0.0
0.0
0.0
0.0
0.0
0.0
0.00'
14.2
j
0.0
0.0
0.0
0.0
0.0
0.0
0.00
13.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
10.7
0.0
0.0
0'0
0.0
0.0
0.0
0.00
8.7
i
0.0.
0.0
0.0
0.0
0.0
0.0
0.00
7.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00
5.6*SEAL
0.0
0.0
0.0
0.0
0.0
0.0
0.00
4.5
0.0
0.0
0.0
0.0
0.0
0.0
0.00
3.60.0
0.0
0.0
0.0
0.0
0.0
0.00
2.90.0
0.0
0.0
0.0
0.0
0.0
0.00
2.4
•
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.9
i , *....fN1rP .•'
������i/s�gNrC.l �Vtox
0.0
0.0
0.0
0.0
0.0
0.0
0.00
t .6
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.9
I

5.31 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.6
ROUTING 01
Time
t (hr)
0.000
0.114
0.228
0.342
0.456
0.570
0.685
0.799
0.913
1.027
1.141
1.255
1.369
1.483
1.597
1.711
1.825
1.939
2.054
2.168
2.282
2.510
2,738
2.966
3.194
3,423
3,651
3.879
4.107
4.335
4.563
5,134
5.704
i
I
INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total
Riser
Riser
Riser
Barrel
Emerg
nflow
Storage
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
cfs
of
Elevation
cfs
(1 +2+3)
cfs
cfs
cfs
cfs
cfs
0
0
4.00
0.00
0.00
0.00
0.00
0.00
0.00
1
0
4.00
0.00
0.00
0.00
0.00
0.00
0.00
3
315.911
4 M
0.00
0.00
0.00
0.00
0.00
0.00
5
1368.95
4.08
0.00
0.00
0.00
0.00
0.00
0.00
8
3369.72
4.18
0.00
0.00
0.00
0.00
0.00
0.00
12
6634.13
4.33
0.00
0.00
0.00
0.00
0.00
0.00
17
11583.4
4.54
0.00
0.00
0.00
0.00
0.00
0.00
21
18533.5
4.81
0.00
0,00
0.00
0.00
0.00
0.00
24
27168.4
5.13
0.00
0.00
0.00
0.00
0.00
0.00
25
36961.6
5.48
1.68
0.00
0,00
0.00
0.00
1.68
26
46697.6
5.81
4.81
0.00
0.00
0.00
0.00
4.81
25
55252.9
6.09
8.24
0.00
0.00
0.00
0.00
8.24
24
62294,2
6.32
11.43
0.00
0.00
0.00
0.00
11.43
22
67395
6.49
13.91
0.00
0.00
0.00
0.00
13.91
20
70739.2
6.59
15.61
0.00
0.00
0.00
0.00
15.61
17
72543.3
6.65
16.55
0.00
0.00
0.00
0.00
16.55
14
72908.8
6.66
16.74
0.00
0.00
0.00
0.00
16.74
12
71931.8
6.63
16.23
0.00
0.00
0.00
0.00
16.23
10
70112
6.57
15.28
0.00
0.00
0.00
0.00
15.28
8
67941.8
6.50
14.18
0.00
0.00
0.00
0.00
14.18
7
65592.4
6.43
13.01
0.00
0.00
0.00
0.00
13.01
5
60799
6.27
10.72
0.00
0.00
0.00
0.00
.10.72
4
56349.5
6.13
8.72
0.00
0.00
0,00
0.00
8.72
3
52286.5
5.99
6.99
0.00
0.00
0.00
0.00
6.99
2
48798.5
5.88
5.60
0.00
0.00
0.00'
0.00
5.60
1
45819.7
5.78
4.49
0.00
0.00
0.00
0.00
4.49
1
43290.6
5,69
3.61
0.00
0.00
0.00
0.00
3.61
1
41171.8
5.62
2.91
0.00
0.00
0.00
0.00
2.91
1
39391.2
5.56
2.36
0.00
0.00
0.00
0.00
2.36
0
37891.3
5.51
1.93
0.00
0,00
0.00
0.00
1.93
0
36620.3
5.46
1.59
0.00
0.00
0.00
0.00
1.59
0
33940.1
5.37
0.93
0.00
0.00
0.00
0.00
0.93
0
32283.3
5.31
0.59
0.00
0.00
0.00
0.00
0.59
6.66226 = maximum stage elevation
16.7372 = maximum discharge
Page 6

POND VOLUME CALCULATIONS
FOR
Pond A
Millbrooke Subdivision
Project Name: Millbrooke Subdivision
Project Number: 041212
Forebay & Basin Volume Calculations - Pond A
POND CALCULATIONS
AREA
PERMANENT POOL SURFACE AREA
MAIN BASIN SURFACE AREA
FOREBAY SURFACE AREA
AREA AT EDGE OF MAIN BASIN SHELF
AREA OF MAIN BASIN BOTTOM
AREA AT EDGE OF FOREBAY SHELF
AREA OF FOREBAY BOTTOM
SURFACE AREA AT 1" STORAGE
ELEVATIONS
PP ELEVATION
ELEVATION AT EDGE OF MAIN BASIN SHELF
ELEVATION OF MAIN BASIN BOTTOM
ELEVATION AT EDGE OF FOREBAY SHELF
ELEVATION OF FOREBAY BOTTOM
ELEVATION OF 1" STORAGE
VOLUME CALCULATIONS
IF
24.056.66
17,643.18,
6,413,48
12,654.97'
9,230.54 j.
4,073.74 j
3,097.14
26,460.61
F
4.00
2.33
0.00
2.33
1.00 j
5.15
IF
MAIN BASIN VOLUME 50,795.57
FOREBAY VOLUME 13,525.46
PERMANENT POOL VOLUME 64,321.04
FOREBAY PERCENTAGE OF TOTAL PERMANENT POOL VOLUME 21.03%
TEMP. STORAGE VOLUME (1" RUNOFF) 29,047.43
TEMPORARY STORAGE OFFSET
SLOPE (EX: IF 3:1 ENTER 3) 3.00 l
OFFSET FROM PP 3.45
BASIN DIAGRAM CALC
MAIN POND
SEDIMENT REMOVAL ELEVATION 1.00
PP DEPTH READS ... SEDMENT SHALL BE REMOVED 3.00
FOREBAY
SEDIMENT REMOVAL ELEVATION 1.75
PP DEPTH READS ... SEDMENT SHALL BE REMOVE L•rod 9 2.25
EAL _
18550
8/31/2006 2:25 PM C. �e,c`t PAGEA OF 1
�����rrrr r i r r �r►���`���\

PERMANENT POOL DETENTION PONDS
Hyman & Robey, PC
DESIGN OF POND
-M I Iq ,
C[ \� _"I
150-A Hwy 158 East
Camden, NC 27921
Millbrooke Subdivsion - Pond B
�� _6��
252)-335-1888
10 Yr, 24 Hr Storm
08/31/06
DETENTION POND
r- - ,, t n , T,
I✓ J ��CI ��
Page I
J :! � .r
SAIDA PERCENTAGES
FOR 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
clo IMPRV 3.0 FT
3.5 FT 4.0
FT
4.5 FT 5.0 FT 5.5 FT
6.0 FT 6.5 FT
7.0 FT
10%a 1.3
1.0
0.8
0.7 0.6
0.5
0.4 0.3
0.2
20clo 2.4
2.0
1.8
1.7 1.5
1.4
1.2 1.0
0.9
30% 3.5
3.0
2.7
2.5 2.2
1.9
1.6 1.3
1.1
40% 4.5
4.0
3.5
3.1 2.8
2.5
2.1 1.8
iA
50% 5.6
5.0
4.3
3.9 3.5
3.1
2.7 2.3
19
60% 7.0
6.0
5.3
4.8 4.3
3.9
3.4 2.9
2.4
70% 8.1
7.0
6.0
5.5 5.0
4.5
3.9 3.4
2.9
800Io 9.4
8.0
7.0
6.4 5.7
5.2
4.6 4.0
3.4
90% 10.7
9.0
7.9
7.2 6.5
5.9
5.2 4.6
3.9
100% 12.0
10.0
8.8
8.1 7.3
6.6
5.8 5.1
4.3
WATERSHED AREA:
11.95
ACRES
WATERSHED % IMPERVIOUS:
55
PERMANENT POOL ELEVATION:
4
FT
DESIGN PERMANENT POOL DEPTH:
4
FT
SAIDA PERCENTAGE FACTOR:
4.8
%
POND SURFACE AREA REQ'D:
FOREBAY AREA:
AT WIDTH = 0.33 LENGTH,
WIDTH =
LENGTH
Use these dimensions
91.2616 LF
273.785 LF
24986 SF
7496 SF
(FROM ABOVE TABLE -TAKEN FROM DESIGN OF STORM WATER
CONTROL FACILITIES WORKSHOP MANUAL - PENC 1988)
(BASED UPON MINIMUM SURFACE AREA)
WIDTH 95.07 LF
LENGTH 288 LF
VOLUME OF 1" RAINFALL
AREA OF ROOFS: 2.21 AC
AREA OF PARKING/CONCRETE: 4.35 AC
AREA OF GREEN AREAS: 5.39 AC
VOLUME OF RUNOFF 26936.4 CF
STORAGE DEPTH FOR MINIMUM AREA =
ELEVATION OF 1" RAINFALL = 4.98
Normal Pool Elevation q
VOL (CF)=[(RO0F*1.0+(PARKING*.95)+(GRASS*0.2)1*43,560/12
0.98 FT

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.15588 CFS
Q(5 DAYS) = 0.06235 CFS
1 " RUNOFF STAGE 0.98 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
1 " RUNOFF OUTLET DEVICE: 2.43398 INCH DIA HOLE A= [Q/(Cd*SQRT(2gh)))* 144
Rad.=SQRT(A/PI)
Dia. =2*Rad.
DIAMETER OF HOLE TO USE: 2,75 INCH DIAMETER
l" STORM RUNOFF DRAWDOWN TIME 2.23822 DAYS
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge = 219 cfs
Tc = Time of Concentration = 25.38 min
Calculation of Tp (Time to Peak)
From SCS NEH 4, page 15-7 Eqn, 15.4
Lag Time (L) = (1110.8*(S+I)^0.7)/(1900*Y^0.5) for L in Hrs
where: l = hydraulic length of watershed (ft) - 2080
S = (1000/CN)- 10 = 2.5
CN = approximately same CN from TR-55 = 80
Y = avg. watershed land slope in % = 0.32
S = (1000/CN)-10 = 2.5
L= 1.00918 hrs
From SCS NEH 4 , page 16-7 Eqn. 16.7
Tp=D/2+L
where : D = unit of excess duration rainfall (hrs)
L = Lag Time (hrs)
From SCS NEH 4, page 16-8 Eqn. 16.12
D = 0.133 tc
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D = 0.05626 hrs
Tp = 1.03731 hrs — 62.2387 min
Volume under Hydrograph = 1.39 * Qp * Tp = 124058 Cubic Feet
EF SEAL
18550
rrlII11

Inflow Hydrograph
SCS Dimensionless Hydrograph
Time
Discharge Time
Discharge
Volume
Ratio
Ratio hr
cfs
cf
0.00
0.00 0.00
0
0.10
0.03 0.10
1
268
0,20
0.10 0.21
2
893
0.30
0.19 0.31
5
1696
s.
0.40
0.31 0,41
7
2767
0.50
0.47 0.52
11
4195
0.60
0.66 0.62
16
5891
0.70
0.82 0.73
20
7319
0.80
0.93 0.83
22
8300
0.90
0.99 0.93
24
8836
1.00
1.00 1,04
24
8925
1.10
0.99 1.14
24
8836
1.20
0.93 1.24
22
8300
1.30
0.86 1.35
21
7676
1.40
0.78 1.45
19
6962
1.50
0.68 1.56
16
6069
1.60
0.56 1.66
13
4998
1.70
0.46 1.76
11
4106
1.80
0.39 1.87
9
3481
1.90
0.33 1.97
8
2945
2.00
0,28 2.07
7
2499
2.20
0.21 2.28
5
3695
2.40
0.15 2.49
4
2624
/
2,60
0.11 2.70
3
1910
2.80
0.08 2.90
2
1374
3.00
0.06 3.11
1
982
3.20
0.04 3.32
1
714
.�j �ISEAL
3.40
0.03 3.53
1
518
_
'8350
3.60
0.02 3.73
1
375
3.80
0.02 3.94
0
268
5% s ��Y(?INESI?.
4.00
0.01 4.15
0
196
q/1+ C. R08�y'������
���/II!lII1111{IUI��
.
4.50
0.01 4.67
0
223
5.00
0.00 5.19
0
0
Volume under hydrograph =
117837 cf
Based upon runoff volume = 124058
cf
Depth req'd for minimum area =
4.53094

Had =
2
Hole Dia. (in)
EH3 =
20.00
Elev. Holes (3)
BARREL:
Db -
15
Barre] Dia. (in)
Einv =
20.00
Elev Invert Barre] (ft)
Cdb -
0.60
Barrel orifice coeff
EMERGENCY WEIR
Barrel] Adjustment Factor
Cw
=
3
Weir coeff
Ecr
-
5.00
Elev weir coeff (ft)
Lw
=
3.00
Weir Length (ft)
Riser
Riser
Riser
Elevation
Hole
Hole
Hole
Riser Riser
Barrel
Principal
Emergcy
(1)
(2)
(3)
(weir) (orifice)
Spillway
Weir
4.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
4.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
4.02
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
4.07
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
4.15
0.0
0.0
0,0
0.0
0.0
0.0
0.00
0.0
4.26
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
4.42
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
4.64
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
4.89
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
5.16
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.6
5.43
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.6
5.68
0.0
0.0
0.0
0.0
0.0
0.0
0.00
5.0
5.89
0.0
0.0
0.0
0.0
0.0
0.0
0.00
7.5
6.05
0.0
0.0
0.0
0.0
0.0
0.0
0.00
9.7
6.17
0.0
0.0
0.0
0.0
0.0
0.0
0.00
11.4
6.25
0.0
0.0
0.0
0.0
0.0
0.0
0.00
12.6
6.29
0.0
0.0
0.0
0.0
0.0
0.0
0.00
13.2
6.29
0.0
0.0
0.0
0.0
0.0
0.0
0.00
13.2
6.27
0.0
0.0
0.0
0.0
0.0
0.0
0.00
12.8
6.23
0.0
0.0
0.0
0.0
0.0
0.0
0.00
12.3
6.18
0.0
0.0
0.0
0.0
0.0
0.0
0.00
11.6
6.07
0.0
0.0
0.0
0.0
0.0
0.0
0.00
10.0
5.96
0.0
0.0
0.0
0.0
0.0
0.0
0.00
8.5
5.85
0.0
0.0
0.0
0.0
0.0
0.0
0.00
7.1
5.75
0.0
0.0
0.0
0.0
0.0
0.0
0.00
5.8
5.66
0.0
0.0
0.0
0.0
0.0
0.0
0.00
4.8
5.58
0.0
0.0
0.0
0.0
0.0
0.0
0.00
4.0
5.51
0.0
0.0
0.0
0.0
0.0
0.0
0.00
3.3
5.45
0.0
0.0
0.0
0.0
0.0
0.0
0.00
2.7
5.40
0.0
. 0.0
0.0
0.0
0.0
0.0
0.00
2.3
5.35
0.0
0.0
0.0
0.0
0.0
0.0
0.00
- 1.9
5.26
0.0
0.0
0.0
0.0
0.0
0.0
0.00
1.2
Page 5

Millbrooke - Pond B
Pasquotank County
10 yr STORM
30
25
3 20
vo
15 eV.
ZZ
a
10
-n
0
0.000 1,000 2.000 3.000 4.000 5.000 6.000
Time (hrs)
INFLOW (cfs)
OUTFLOW (cfs)

POND VOLUME CALCULATIONS
FOR
Pond B
Millbrooke Subdivision
Project Name: Millbrooke Subdivision
Project Number: 041212
Forebay & Basin Volume Calculations - Pond B
POND CALCULATIONS
AREA
PERMANENT POOL SURFACE AREA
MAIN BASIN SURFACE AREA
FOREBAY SURFACE AREA
AREA AT EDGE OF MAIN BASIN SHELF
AREA OF MAIN BASIN BOTTOM
AREA AT EDGE OF FOREBAY SHELF
AREA OF FOREBAY BOTTOM
SURFACE AREA AT 1" STORAGE
ELEVATIONS
PP ELEVATION
ELEVATION AT EDGE OF MAIN BASIN SHELF
ELEVATION OF MAIN BASIN BOTTOM
ELEVATION AT EDGE OF FOREBAY SHELF
ELEVATION OF FOREBAY BOTTOM
ELEVATION OF 1" STORAGE
VOLUME CALCULATIONS
MAIN BASIN VOLUME '
FOREBAY VOLUME
PERMANENT POOL VOLUME
FOREBAY PERCENTAGE OF TOTAL PERMANENT POOL VOLUME
TEMP. STORAGE VOLUME (i" RUNOFF)
F2
20,572.62
6,809.86
14,751.91
10,765.19
4.403.38
3,415.47
29,765.38
F
4.00
2.33
0.00
2.33
1A0
5.00
F3
59,223.40
14,562.59
73,785.99
19.74%
28,573.93
TEMPORARY STORAGE OFFSET
SLOPE (EX: IF 3:1 ENTER 3) 3.00
OFFSET FROM PP 3.00
BASIN DIAGRAM CALC
MAIN POND
SEDIMENT REMOVAL ELEVATION
PP DEPTH READS ... SEDMENT SHALL BE REMOVED
FOREBAY
SEDIMENT REMOVAL ELEVATION
PP DEPTH READS... SEDMENT SHALL BE REMOVER
8/31 /2006 2:38 PM
SEAL
lasso
C.
1.00
3.00
1.75
2.25
PAGE 1 OF 1

5,19 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.8
Page 6
ROUTING OF INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total Riser Riser Riser Barrel Emerg
'rime Inflow Storage Stage Outflow Holes (weir) (orifice) Spillway
t(hr)
cfs
cf
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
cfs
cfs
!:f
0,000
0
0
4.00
0.00
0.00
0.00
0.00
0.00
0.00
0.104
1
0
4.00
0.00
0.00
0.00
0.00
0.00
0.00
0.207
2
267.751
4.02
0.00
0,00
0.00
0.00
0.00
0.00
0.31 1
5
1160.25
4.07
0.00
0.00
0.00
0.00
0.00
0.00
0,415
7
2856.01
4.15
0.00
0.00
0.00
0.00
0.00
0.00
0.519
11
5622.77
4.26
0.00
0.00
0.00
0.00
0.00
0.00
L
0.622
16
9817.54
4.42
0.00
0.00
0.00
0.00
0.00
0.00
,
0,726
20
15708.1
4.64
0.00
0.00
0.00
0.00
0.00
0.00
0.830
22
23026.6
4.89
0.00
0.00
0.00
0.00
0.00
0.00
0.934
24
31326.9
5.16
0.58
0.00
0.00
0.00
0.00
0.58
1.037
24
39946
5.43
2.57
0.00
0.00
0.00
0.00
2.57
1.141
24
47912.2
5,68
5.03
0.00
0.00
0.00
0.00
5.03
1.245
22
54869.9
5.89
7.53
0.00
0.00
0.00
0.00
7.53
1.349
21
60357.5
6.05
9.70
0.00
0.00
0.00
0.00
9.70
MII
G
1.452
19
64412.2
6.17
11.39
0,00
0.00
0.00
0.00
11.39
1.556
16
67120.5
6.25
12.56
0.00
0.00
0.00
0.00
12.56
1.660
13
68498.4
6.29
13.17
0.00
0.00
0.00
0.00
13.17
1.763
11
68578.1
6.29
13.21
0.00
0.00
0.00
0.00
13.21
1.867
9
67752.1
6.27
12.84
0.00
0.00
0.00
0.00
12.84
1.971
8
66437.9
6.23
12.26
0.00
0.00
0.00
0.00
12.26
2.075
7
64803.6
6.18
11.56
0.00
0.00
0.00
0.00
11.56
2.282
5
61170.1
6.07
10.03
0.00
0.00
0.00
0.00
10.03
2.490
4
57374.5
5.96
8.50
0.00
0.00
0.00
0.00
8.50
2.697
3
53649.8
5.85
7.07
0.00
0.00
0.00
0.00
7.07
,
2.904
2
50277.6
5.75
5.85
0.00
0.00
0.00
0.00
5.85
3.112
1
47285
5,66
4.82
0.00
0.00
0.00
0.00
4.82
I
3.319
l
44667.9
5.58
3.97
0.00
0.00
0.00
0.00
3.97
3.527
1
42417.9
5.51
3,28
0,00
0.00
0.00
0.00
3.28
3.734
1
40487
5,45
2.72
0.00
0.00
0.00
0.00
2.72
3.942
0
38831.3
5.40
2.26
0.00
0.00
0.00
0.00
2.26
'
4.149
0
37407.5
5,35
1.90
0.00
0.00
0.00
0.00
1.90
4.668
0
34359.3
5.26
1.18
0,00
0.00
0.00
0.00
1.18
5.187
0
32384.2
5.19
0.77
0.00
0.00
0,00
0.00
0.77
lllll���i
ROZ/
i
°'
6.29128
= maximum
stage elevation
; r=
.1
13.2061
= maximum
discharge
_ ig�
SEAL Ii'
18550 is
5'
ONS
C was
!!1l11111}II

15, 2009
Mr. Roger Thorpe
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Millbrooke
Proj. #041212
Stormwater Permit No. SW7060903
Dear Mr. Thorpe:
i®
HYMAN C7 0
ROBEY-LA
` EP 2C.
VA
Enclosed is a copy of the recorded restrictive covenants for the above referenced project.
Please note that the requirements of the stormwater permit are addressed in Article XII on page
920.
If you have any questions or require additional information, please do not hesitate to call this
office at [phone].
Sincerely,
Kimberly D. Hamby
Sr. Project Manager
cc: file
R O. Box 339 Camden, North Carolina 27921
[phone]
www.hymanrobey.com