SW7060308_HISTORICAL FILE_20191106

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %�100?✓'OS�
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
,?elq//D/p
YYYYMMDD

North Carolina Secretary of State Search Results
Page 1 of 2
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
Mill End Carpet Shop of Elizabeth City, Inc.
Information
Sosld: 0095875
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/5/1975
Fiscal Month: December
Registered Agent: Brumsey, William, IV
Addresses
Reg Office
2883 Caratoke Highway
Currituck, NC 27929
Mailing
PO Box 66347
Va Beach, VA 23466
Officers
President
David A Hamilton , Jr
4740 Virginia Beach Blvd
Harbinger NC 27941
Reg Mailing
2883 Caratoke Highway
Currituck, NC 27929
Principal Office
4740 Virginia Beach Blvd
Harbinger, NC 27941
Stock
https://www.sosne-gov/online_services/search/Business_Registration_Results
1 1 /6/2019

North Carolina Secretary of State Search Results
Page 2 of 2
Class: COMMON
Shares: 1000
Par Value 100
https://www.sosnc.gov/online_services/search/Business_Registration_Results
11/6/2019

Sao �' SOSID: 0095875
BUSINESS CORPO TION ANNUAL REPOR Date Filed: 4/15/2019 11:59:00 PM
Elaine F. Marshall
f North Carolina Secretary of State
NAME OF BUSINESS CORPORATION: Mill End Carpet Shop of Elizabet C2019 112 00824
SECRETARY OF STATE ID NUMBER: 0095875 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 1 2/31 /2018
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: William Brumley IV
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
2883 Caratoke Highway 2883 Caratoke Highway
Currituck, NC 27929 Currituck Currituck, NC 27929 Currituck
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Retail Sales Floor Covering
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
4740 Virqinia Beach Blvd
Harbinger, NC 27941 Currituck
3. PRINCIPAL OFFICE EMAIL Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS r
iJ ..
✓l .r !1
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
The Company isa. service -disabled veteran -awned small business
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: David A Hamilton , Jr NAME:
TITLE: President .
ADDRESS
4740 Virginia Beach Blvd
Harbinger, NC 27941 Currituck
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
r
SECTIO .ERTIFICATION OF ANNUAL,REPQRL Section D must be completed in its entirety by a person/business
entity.
SIGNATURE DATE
Form must be signed by an officer listed under Section C this form.
Print or Type Name of Officer
Print or Type Title of Officer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525. Raleigh, NC 27626-0525

in1MR0
W A rFj9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
7 -71
{] -r Alan W. Klimek, P.E. Director
Division of Water Quality
March 27, 2006
Mr, David A. Hamilton, Manager
Hamilton Commercial Properties, LLC
4740 Virginia Beach Blvd.
Virginia Beach, VA 23462
Subject: Stormwater Permit No. SW7060308
Mill End Center
High Density Subdivision Project
Pasquotank County
Dear Mr. Hamilton
The Washington Regional Office received a complete Stormwater Management Permit
Application for Mill End Center on March 9, 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 2H.1000. We are forwarding
Permit No. SW7060308, dated March 27, 2006, for the construction of the project, Mill
End Center.
This permit shall be effective from the date of issuance until March 27, 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].
incerely,
A HoCTg��
Regional Supervisor
Surface Water Protection Section
AHlsav: C:STORMWATERIPERMIT1SW7060308
cc: Sean Robey, PE
lzabeth City Building Inspections
ashington Regional Office
Central Files
one
NorNhCaro
atural
North Carolina Division of Water Quality Washington Regional Office Phone (252) 946-WI FAX [phone] Customer Service
Internet: www,ncWater a is 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpporlunitylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060308
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
Hamilton Commercial Properties, LLC
Mill End Center
Pasquotank County
FOR THE
construction, operation and maintenance of 2 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 March 27, 2016 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
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 commercial
subdivision is permitted for 5 lots. See attachment for the allowance of square
feet of built -upon area for each lot.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. 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 9

State Stormwater Management Systems
.Permit No. SW7060308
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 1
Pond 2
a.
Drainage Area, acres:
2.09
5.29
b.
Total Impervious Surfaces, ac:
1.45
3.83
C.
Pond Depth, feet:
4.50
5.00
d.
TSS removal efficiency:
90%
90%
e.
Design Storm:
1"
1"
f.
Permanent Pool Elevation, FMSL:
5.00
3.50
g.
Permitted Surface Area @PP, ftz:
5,406
14,714
h.
Permitted Storage Volume, ft3:
6,116
15,495
i.
Storage Elevation, FMSL:
6.03
4.49
j.
Controlling Orifice:
1.25"
2.0" O pipe
k.
Permanent Pool Volume, ft3:
9,555
38,003
I.
Forebay Volume, ft3:
1,910
7,680
m.
Receiving Stream 1 River Basin:
Knobbs Creek 1 Pasquotank
n.
Stream Index Number:
30-3-8
o.
Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
1
2.
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.
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 lot owner of
the responsibility to maintain compliance with the permitted BUA limit.
Page 3 of 9

State Stormwater Management Systems
Permit No, SW7060308
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.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7060308
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 SW7060308, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is (see attachment) 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.
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.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7060308
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.
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.
Page 6of9

State Stormwater Management Systems
Permit No. SW7060308
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 27th day of March, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
QI!�rr-
for
Alan vv. KlimeK, Kt., Uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060308
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7060308
Mill End Center Page 1 of 2
Stormwater Permit No. SW7060308
Pasquotank County
Designer's Certification
1, , 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 8 of 9

State Stormwater Management Systems
Permit No. SW7060308
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
.5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Washington Regional Office
Elizabeth City Building Inspections
Page 9 of 9

B
OFFICE USE ONLY'
Date Received Fee Paid Permit Number
V
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECE r
STORMWATER MANAGEMENT PERMIT APPLICATIONS
This form may be photocopied for use as an original
I. GENERAL INFORMATION
Duuq-waRo
46.: 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Hamilton Commercial Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
David A. Hamilton, Manager
3. Mailing Address for person listed in item 2 above:
4740 Virginia Beach Blvd.
City: Virginia Beach State: VA Zip: 23462
Telephone Number: ( 757 ) 4 9 7— 4 8 5 4
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Mill End en er
5. Location of Project (street address):
US Hwy 17 South
City: Elizabeth City County: Pas uotank Count
6. Directions to project (from nearest major intersection):
From the intersection of US 17 (Hughes Blvd) and the Halstaad CQnn&_,ctor
Elementary School.
7. Latitude: 3 6° 17 - Longitude: 7 6 ° 151 of project
8. Contact person who can answer questions about the project:
Name: Sean C. R o b e y Telephone Number: ( 252 ) 3 3 5 —18 8 8
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
L\.
Form SWU-101 Version 3.99 Page 1 of

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 X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit X NPDES 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.
Drainage on lots will be collected in lot line swales with 3:1 side slopes. Roadway
drainage will be collected in curb and gutter and a piped drainage system. All runoff
OWN
�- • -* • a- -R • ••�• •� • •�: -u•
2. Stormwater runoff from this project drains to the Pa -,q n a r a n k River basin.
3. Total Project Area: 7.45 acres 4. Project Built Upon Area: 7 0 - 7 8 %
5. How many drainage areas does the project have? 2
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 I
Drainage Area 2
Receiving Stream Name
Receiving Stream Class
C SW
C SW
Drainage Area
2.09 AC
5.29 AC
Existing Impervious` Area
- 0 -
- 0 -
Proposed Impervious*Area
1 .4 5 A C (6 3, 0 0 0 S F)
3.83 AC 16 6, 6 8 5 SF)
% Impervious* Area (total)
6 9 . 3 8 %
7 2 . 4 %
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
On -site Streets
13 , 996 SF
On -site Parking
On -site Sidewalks
3 189 SF
Other on -site (}ate cn per lot
limit) 63,000 SF
Off -site
Total: 63,000 SF
Total: 166,685 SF
' Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? N / A
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
5W 70 (a O 3,0 Y 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 * see attached _ square 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 4

Mill End Center
Proj. # 050444 March 7, 2006
Allowable Lot Coverage Table
Lot # Lot Size Allowable Coverage
1 66,061 SF
46,000 SF
2 47,047 SF
33,000 SF
3 43,560 SF
30,500 SF
4 44,905 SF
32,000 SF
5 101,310 SF
71,000 SF

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): Hyman & P bey, FC
Mailing Address: PO Box 339
City: Camden State: N C Zip: 27921
Phone: ( 252 ) 335-1888 Fax: ( 252 ) 338-5552
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed In General Information, item 2) David A. Hamilton
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project willAmmonstructed in conformance with the approved plans, that the required deed restrictions
and protective c enan will Abe recor d, and that the proposed project complies with the requirements of 15A
NCAC 2H .10 . 1.1 , /
Signature
Date: February 23, 2006
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. 'Sw 7 o GO 3 0 8
(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
DWQ 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
V&-/- 00'r-114. # /
Project Name: Mill End Center
Contact Person: ©avid A. Hamilton Phone Number: ( 7 5 7) 4 9 7- 4 8 5 4 u __
For projects with multiple basins, specify which basin this worksheet applies to: Rear (Drainage Area 1 )
elevations
Basin Bottom Elevation 0.5 ft.
Permanent Pool Elevation 5.0 ft.
Temporary Pool Elevation 6.03 ft.
areas
Permanent Pool Surface Area 5406 sq. ft.
Drainage Area 2.09 ac.
Impervious Area 1.45 ac.
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA I
Diameter of Orifice
9555 cu. ft.
6116 cu. ft.
1910 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)
5.5 (surface area to drainage area ratio from DWQ table)
1.25 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall �3 / in. ,
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA 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 BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. 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
PJ/h a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
}2& b. The forebay volume is approximately equal to 20% of the basin volume.
ah c. The temporary pool controls runoff from the design storm event.
a11 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) N/A — 90% TSS removal
i2&h f. The basin length to width ratio is greater than 3:1.
IP—&h 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).
�&h i. Vegetative cover above the permanent pool elevation is specified.
hih j. A trash rack or similar device is provided for both the overflow and orifice.
W h k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
va 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.
ghin. A mechanism is specified which will drain the basin for maintenance or an emergency.
(AMP)
M. 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 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 6 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. 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.
3. 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. 3 8 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.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 5 .0
Sediment Ren�oval El. 2 . 7 5
-------.-1! Sediment Removal Elevation I.63 75%
BottomEl ation 2. 0 T %--------------------------------------------- -------
FOREBAY
Bottom Elevation 0. 5 ♦ 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 399 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: David A. Ham ' ton
Title: Manager — Hamilton Commercial Properties, LLC
Date: February 23, 2OO6T
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 Notary Public for the State of a \I-
County of duo hereby certify that!;�y ;(I Qrn',
personally appeared before me this 5` `� day of ,fie, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
NOTARY PUBLIC
PA54UOTANK COU17% KC
SEAL
My commission expires L -I Z __ � %
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. Sw7o (�6 3 a8
(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
DWQ 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: -Mill End Center
�.)e t Pa*ieP It- 7,-
Contact Person: ra a v i d A. H a m i 1 ton Phone Number: ( 7 5 7) 4 9 7- 4 8 5 4
For projects with multiple basins, specify which basin this worksheet applies to: F r o n t (D r a i n a g o Area 2 )
elevations
Basin Bottom Elevation
- 1. 50
ft.
(floor of the basin)
Permanent Pool Elevation
3.50
ft.
(elevation of the orifice)
Temporary Pool Elevation
4.49
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
14, 714
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
5.29
ac.
(on -site and off -site drainage to the basin)
Impervious Area
3.83
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
3 8 I 0 0 3
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
15,495
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
7,680
cu. ft.
(approximately 20% of total volume)
Other parameters
SAIDAI 5.2 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 6 in. ( _ m )
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes
When using the Division SA/DA tables, the correct SA/DA 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.
II. 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
Uh a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
jelh 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 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations) N/A — 90% TSS removal
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.
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.
(Pimp)
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 9 does not incorporate a vegetated filter at the outlet.
This system (check one) (does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 399 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. 7 5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads
Sediment Rerz oval El. 1.25
----
Bottom Ele ation -0 . 5 ---- -
FOREBAY
2 - 2 5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 3 . 5
Sediment Removal Elevation — 0 . 2 5 175%
Bottom Elevation —1 . 5 ♦ 25%
Iu/:VQ ►It.
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.
5. 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: David A. Hamilton
Title: Manager — Hamilton Commercial Properties, 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.
-c , allotary Public for the State
County of do hereby certify thatC�Xjy'� ck f-1. gip, r--rik
personally appeared before me this day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
YARIAMNE J. COOPER
NOTARY PUBLIC
PAMOTANK COUNTY NC
SEAL
My commission expires_ b { � - c� R
Form SWU-102 Rev 3.99 Page 4 of 4

t

RECEIVED
•'.� i"'3'ti.- n�a�'�[,3x"' 5+..,+C"' �„ � p � a" 4�.� k:7` na.+z �*n^ ^n��-r. -Y - ..,ram J �K rrn � r��r� fi -.a� M"..� t -:- i ', 1
ESCRIPTION`" ...�, �, A `
._ _ . �..�.. MAR'r0°920
D�QG
Mill End Center D�-�AR�
Pasquotank County — Elizabeth City - North Caro in
March 6, 2006
Mill End Center is a proposed 5 lot commercial subdivision. The tract contains 7.45
acres located on US Hwy 17 South in Elizabeth City. The property is zone HB (Highway
Business).
Development of this subdivision will include construction of approximately 370 if
curb and guttered streets, sidewalks, water main, gravity sewer main, and two detention ponds.
Lot 1 will be developed in conjunction with the construction of the improvements for the
subdivision. The street will contribute 13,996 sf of impervious surface and the sidewalks will
be another 3,189 acres. Coverage on each lot will be limited as shown in the attached
Allowable Lot Coverage Table. The maximum coverage for the development is 5.28 acres or
70.78%. Due to the on -site soil type of Dragston and the seasonal high water table, wet
detention is the most appropriate stormwater treatment method to use in this area.
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.
TR-55 analysis indicates a pre development peak runoff of 21.98 cfs. The post development
runoff for Drainage Area 1 is 9.53 cfs into the Rear Detention Pond and a peak pond discharge
of 1.36 cfs. The post development runoff for Drainage Area 2 is 22.86 cfs into the Front
Detention Pond and a peak pond discharge of 1.89 cfs. Based on these calculations, post
development discharge during a 10 year storm will be less that the pre development discharge
during a 2 year storm.
Drainage Area 1 contains 2.09 acres that are designed to drain to the Rear Detention
Pond. This drainage area includes approximately '/2 of Lots 2 and 4 and all of lot 3. Only
runoff from these sites will enter the Rear Detention Pond. The impervious area of 1.45 acres
(69.38%) is based on the allowable limits for each lot. The runoff from these lots will be
directed to perimeter lot line swales that drain across the rear property line of lot 3 and into the
forebay of the pond. Underground collection and curb and gutter will be allowed on the
individual lots. The Rear Detention Pond has been designed for 90% TSS removal.
Drainage Area 2 contains 5.29 acres that are designed to drain to the Front Detention
Pond. The impervious area includes the street, the sidewalk, and 149,500 sf of allowable
built -upon area on the lots for a resulting impervious area of 3.83 acres or 72.4%. All of the
roadway drainage will be collected in curb and gutter and an

underground piping system. Swales will route the runoff from Lot 1 and half of Lot 2 into the
roadway drainage system. The runoff from Lot 5 and half of Lot 4 will be directed to the
swale between the lots that drains directly to the Front Detention Pond. This pond has also
been designed for 90% TSS removal.
The site development for Lot 1 conforms to the limitations of this stormwater permit.
The allowable lot coverage is 46,000 sf. The site coverage will consist of 17,836 sf of roof
and 17;579 sf of concrete and pavement for a total of 35,415 sf. Runoff from this site will
sheet flow across the parking lot and be collected in swales that drain to the roadway drainage
system. Runoff from the buildings will also be collected in grass lines swales prior to entering
the piped drainage system. This lot is being developed by the owner of the subdivision,
Hamilton Commercial Properties, LLC for relocation of Mr. Hamilton's existing business.
The rear detention pond drains into an existing ditch on the east side of the property
that currently drains under US 17 South. The Front Detention Pond drains into this ditch at
the culvert that crosses US 17 South. Once the pipe crosses the road, it drains into a large
ditch that travels approximately 120' to the swamp of Knobbs Creek.
The total disturbed area for development will not exceed 8 acres. This includes the
entire tract and the area within the NCDOT right-of-way adjacent to the property. An
encroachment agreement has been filed with the NCDOT to allow construction of the
sidewalk, connection to existing utilities. and discharge of the detention ponds into the right-
of-way.

RECE r.
ED
BOOK 880 PAGE 950
Issued Oct 11 2005
# 1.100.00
state of Poequotank
North Carolina County
Real Estate Excise Tax
Excise Tax
MAR n 9 2006
DWQ-IWRO
FILED In Pao not snk County, NC
on Oct 11 2005 at 03:38:32 PM
by: Dollie J. sumrwrour
REGISTER OF DEEDS
Recording"rime, Book aud Page
'Fax Lot No. Parcel Identifier No. 0 3 S,-D t; I O
Verified by County on the _ day of , 20
b
Mail after recording to: Brumsey & Brwnsey, PLLC, Post Office Box ioo, Currituck, NC 27929
This instrument was prepared by David R. Pureza, The Twiford Law Firm, PC
Brief Description for the index 7.45 Acres, U.S. 17 South
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 260' day of September, 2005, by and between
GRANTOR
CAROLINA CONFERENCE ASSOCIATION OF
SEVENTH DAYADVENI-ISTS, INC.,
a North Carolina Nonprofit Corporation
Post Office Box 560339
Charlotte, North Carolina 28256-0334
GRANTEE
LIAMILTON COMMERCIAL, I'ROPERrIES, LLC
4740 Virginia Beach Boulevard
Virginia Beach, Virginia 23562
I1ie designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
sball include singular, plural, masculine, feminine or neuter as required by context.
wl1'NESSI;ITI, 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 that
certain lot or parcel of land situated in the City of Elizabeth City, 'Township, Pasquotank County, North Carolina
and more particularly described as follows:
All that certain lot and parcel of land shown and delineated as Tract A, 324,702 S.F.,
7.45 Acres on that certain plat entitled "Parcel Split for Carolina Conference
Association of Seventh Day Adventists, Inc." drawn by Northeastern Surveying and
Planning, P.C. dated March 19, 2004 and recorded in Map Book 36, Page 7 of the
Pasquotank County Registry.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 747, Page 102.
A map showing the above described property is recorded in Map Book 36, Page 7.
PASQUOTANK COUNTY
Deed number _pr- /g6.2-
1oansfer tax $
Pasquotank Wty As or's Office

RECED
s, )
Kim
Mill End Center
MAR 9�2006
Pre -development runoff
Pasquotank County, North Carolina
Hydrograph Peak/Peak Time Table
j�
DWQ-WAR®
Sub -Area
Peak
Flow and Peak Time (hr) by Rainfall Return Period
or Reach
2-Yr
5-Yr 10-Yr 25-Yr 50-Yr
100-Yr
Identifier
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
----------------------------------------------------------------------------------
(hr)
(hr) (hr) (hr) (hr)
(hr)
SUBAREAS
whole site
12.30
19.01 21.98 25.75 30.77
33.68
12.39
12.40 12.39 12.39 12.38
12.38
REACHES
OUTLET 12.30 19.01 21.98 25.75 30.77 33.68
WinTR-55, Version 2003.00.24 Page 1 3/7/2006 12:38:49 PM

Kim Mill End Center
Pre -development runoff
Pasquotank County, North Carolina
Sub -Area Summary Table
Sub -Area Drainage Time of Curve Receiving Sub -Area
Identifier Area Concentration Number Reach Description
(ac) (hr)
--------------------------------------------------------------------------------
whole site 7.45 0.580 88 Outlet
Total Area: 7.45 (ac)
winTR-55, Version 2003.00.24 Page 1
3/7/2006 .12:38:55 PM

Kim Mill End Center
Pre -development runoff
Pasquotank County, North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's End Wetted
Travel
Identifier/
Length
Slope
n Area Perimeter
Velocity Time
--------------------------------------------------------------------------------
(ft)
(ft/ft)
(sq ft) (ft)
(ft/sec) (hr)
whole site
SHEET
50
0.0132
0.060
0.048
SHALLOW
520
0.0038
0.050
0.145
SHALLOW
710
0.0010
0.050
0.367
Time of Concentration .58
WinTR-55, Version 2003.00.24 Page 1 3/7/2006 12:39:02 PM

Kim Mill End Center
Pre -development runoff
Pasquotank County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area Hydrologic Sub -Area Curve
Identifier Land Use soil Area Number
Group (ac)
--------------------------------------------------------------------------------
whole siteFallow Crop residue (CR] {good) C 7.45 88
Total Area / weighted Curve Number 7,45 88
winTR-55, Version 2003.00.24 Page 1 3/7/2006 12:39:06 PM

Kim
Mill End Center
Drainage to rear detention pond (drainage area
1)
Pasquotank County, North Carolina
Hydrograph Peak/Peak Time Table
Sub -Area
Peak
Flow and Peak Time (hr) by Rainfall Return
Period
or Reach
2-Yr
5-Yr 10-Yr 25-Yr 50-Yr
100-Yr
Identifier
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
----------------------------------------------------------------------------------
(hr)
(hr) (hr) (hr) (hr)
(hr)
SUBAREAS
rear pond
5.57
8.33 9.53 1.1.06 13.09
14.27
12.14
12.14 12.14 12.13 12.13
12.14
REACHES
OUTLET 5.57 8.33 9.53 11.06 13.09 14.27
WinTR-55,. Version 2003.00.24 Page 1 2/24/2006 5:05:44 PM

Kim Mill End Center
Drainage to rear detention pond (drainage area 1)
Pasquotank County, North Carolina
Sub -Area Summary Table
Sub -Area Drainage Time of Curve Receiving Sub -Area
Identifier Area Concentration Number Reach Description
(ac) (hr)
--------------------------------------------------------------------------------
rear pond 2.09 0.184 91 Outlet
Total Area: 2.09 (ac)
winTR-55, Version 2003.00.24 Page 1 2/24/2006 5:05:55 PM

Kim Mill End Center
Drainage to rear detention pond (drainage area 1)
Pasquotank County, North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's End Wetted
Travel
Identifier/
Length
Slope
n Area Perimeter
Velocity Time
(ft)
(ft/ft)
(sq ft) (ft)
(ft/sec) (hr)
--------------------------------------------------------------------------------
rear pond
SHEET
50
0.0100
0.011
0.014
SHALLOW
200
0.0036
0.050
0.057
SHALLOW
360
0.0030
0.050
0.113
Time of Concentration .184
WinTR-55, Version 2003,00.24 Page 1 2/24/2006 5:06:00 PM

Kim Mill End Center
Drainage to rear detention pond (drainage area 1)
Pasquotank County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area Hydrologic Sub -Area Curve
Identifier Land Use Soil Area Number
Group (ac)
--------------------------------------------------------------------------------
rear pond Industrial C 2.09 91
Total Area / Weighted Curve Number 2.09 91
WinTR-55, Version 2003.00.24 Page 1 2/24/2006 5:06:05 PM

Kim
Mill End Center
Drainage to front detention pond (drainage area 2)
Pasquotank County, North Carolina
Hydrograph Peak/Peak Time Table
Sub -Area
Peak
Flow and Peak Time (hr) by Rainfall Return
Period
or Reach
2-Yr
5-Yr 10-Yr 25-Yr 50-Yr
100-Yr
Tdentifier
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
----------------------------------------------------------------------------------
(hr)
(hr) (hr) (hr) (hr) (hr)
SUBAREAS
front pond
13.36
19.99 22.86 26.55 31.46
34.30
12.16
12.16 12.17 12.17 12.16 12.16
REACHES
OUTLET 13.36 19.99 22.86 26.55 31.46 34.30
WinTR-55, Version 2003.00.24 Page 1 2/24/2006 5:10:30 PM

Kim Mill End Center
Drainage to front detention pond (drainage area 2)
Pasquotank County, North Carolina
sub -Area Summary Table
Sub -Area Drainage Time of Curve Receiving Sub -Area
Identifier Area Concentration Number -Reach Description
(ac) (hr)
--------=-----------------------------------------------------------------------
front pond 5.29 0.232 91 Outlet
Total Area: 5.29 (ac)
winTR-55, Version 2003.00.24 Page 1 2/24/2006 5:10:36 PM

Kim Mill End Center
Drainage to front detention pond (drainage area 2)
Pasquotank County, North Carolina
Sub -Area Time of Concentration Details
Sub -Area
Flow
Mannings's End Wetted
Travel
Identifier/
Length
Slope
n Area Perimeter
Velocity Time
--------------------------------------------------------------------------------
(ft)
(ft/ft)
(sq ft) (ft)
(ft/sec) (hr)
front pond
SHEET
100
0.0100
0.011
0.024
SHALLOW
380
0.0046
0.025
0.077
SHALLOW
380
0.0025
0.050
0.131
Time of Concentration .232
WinTR-55, Version 2003.00.24 Page 1 2/24/2006 5:10:44 PM

Kim Mill End Center
Drainage to front detention pond (drainage area 2)
Pasquotank County, North Carolina
Sub -Area Land Use and Curve Number Details
Sub -Area Hydrologic Sub -Area Curve
Identifier Land Use Soil Area Number
Group (ac)
--------------------------------------------------------------------------------
front pondIndustrial C 5.29 91
Total Area / Weighted Curve Number 5.29 91
WinTR-55, Version 2003.00,24 Page 1 2/24/2006 5:10:50 PM

NCDENR
North Carolina Department or 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 work day. Thank you! Lyn Hardison 1yn. hardison @ncmaiL net
APPLICANT Name cf —. cn, '-1ana�— _
Company Hami1-on C=mercial�Prcper- es, LLC -
Address _4 7�0 :'_rc_n_- reach. =1 -- City/Stateyi_�in3a c:�J� Zip 23z62
Phone 757--- 7-48,4,extIF.ax 757-51_3 - � 5 5 8 Email
PROJECT Name -11 me c entar _ County�e=ram-=�
PROJECT LOCATION (ADDRESS)/- 10E5 t: 17 �x tn ( ci_ic age`s not %3--E a_-,sicnec)
ENGINEER/CONSULTANT Lean C. nobev, P=
— Company Hvma:1 & g, ;npv �:�c
Address PO E c x 339 CityiState Camden , � C Zip 27921
Phone [phone], c Fax 252-=7--5552 Email
State or National Environmental Policy Act (SEPA, NEPA) -- EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination; n of Stream calls: Stream Name
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STORMWA TER ❑ Low Density 0 High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density4nfiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO �nobbs CY2 STREAM NAME Pasquo La nk RIVER BASIN
❑ COASTAL ❑ Excavation & Fill ❑ Bridges &Culverts ❑Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. CK #
U WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Deiineated/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 w/USCOE ❑Yes ❑ No
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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 # I 4R `s For DENR use only RECEIVED
SUBMITTAL DATES; Fee Split for multiple permits.
SW 3 9 - c"> ; _ S ;z ii . rc -7 MAR 0 9 2006
CAMA S
LOS _.3._ `1 _C r _ S I a 31 DWQ-WA Ra
401 _ � . .� s �
Total Fee Amount S

Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
[phone] Fax
March 7, 2006
Scott Vinson, Environmental Engineer
Division of Water Quality -Surface Water Section
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Mill End Center
Project # 050444
Dear Mr. Vinson:
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the plat, grading plan, and detail sheets for the
subdivision and two (2) copies of the grading plan and details for the site
planned for Lot l of the subdivision.
2. The original and one copy of the Stormwater Exemption Application, Wet
Detention Basin Supplements and attachments.
3. Two (2) copies of the project description and calculations.
4. One copy of the deed for the property.
A check in the amount of $4,000 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
cc: file
David Hamilton
Mi4R� 0'9 "'2006
DWQ-WAR®
Sincerely,
Scan C. Robey, P.E.
Kimberly D. Hamby
Project Manager
P. O. Box 339, Camden, NC 27921

S'.G-, f -'r
x7r.40
Central Files: APS — SWP
-
1 D13012D 17
Permit Number
�SW7060308 ]� ASSa
Permit Tracking Slip
Program Category
Raci.- tr% P
�"�n ��P
Status Project Type
State SW
IvW * I
iJP# Z
Active New Project
Permit Type
Tl
/ 6 3
4.5�p
ersion Permit Classification
State Stormwater
1.00 Individual
?= S UO
f S3
Primary Reviewer
°a( s
! 9
Permit Contact Affiliation
scott.vinson
Coastal SWRule !ar-
5 6l�
Coastal Stormwater - 1995 `r °a %� 40 f L`r� �Q� +d�
Permitted Flow �� �c I��n (�' /q
a
Facility
Facility Name S%v� Gvn,iw• rJ/f� Major/Minor Region
[Mill End Center - Express / ,y Minor Washington
Location Address "r( CMG SP/ County
US Hwy 17 S Pasquotank
5� 16? C; h � jacility Contact Affiliation
rElizabeth City NC 27906 -
�-�
Lai 5 C s SAS �� �. G P v<• 7_ � •'
Owner RY l+✓f' urr 4:,r'--V- !�rrlTS�.i�Qi G px✓: l
Owner Name
rHamilton Commercial Properties LLC
PA.,lit. Z
Dates/Events
3.8z1,s Z-9 =
Lof 3
VO Ri a l- I/i f",
%Z� I~ron7 VIP
Scheduled
rig Issue App Received Draft Initiated Issuance
312712 3I9I2006
Regulated Activities
State Stormwater - HD - Detention Pond
Outfa II
Owner Type
Non -Government
Owner Affiliation r¢
David A. Hamilton
4740 Virginia Beach Blvd
Virginia Bch VA 23462
Public Notice Issue
3/27/2006
Requested /Received Events
Deed restriction requested
Deed restriction received
Waterbody Name K.Vals GY- e-141 Streamindex Number
,/1)�-
I,eI j,�,�
J'C G2 rT / A) i r
Effective xpiration
3/27/2006 3127I2020
Current Class Subbasin
337- 8P/8

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