SW8080110_HISTORICAL FILE_20080111

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 080\ \ o
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2pOX 0 \ 1
YYYYMMDD

W ATFR
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January 11, 2008
Virginia Eitner, Member Manager
Morehead Enterprises, LLC
PO Box 3320
New Bern, NC 28564
Subject Stormwater Permit No SW8 080110
Morehead Enterprises
High Density Project
Carteret County
Dear Mrs Eltner
Michael Faslry Gotcrnor
William G Ross Jr Secretan
North Carolina Department of rnvuonment and Natural Resources
Coleen IF Sullins Director
Dn ision of Water Qua] t}
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the modification of Morehead Enterprises on January 8, 2008 Staff review of
the plans and specifications has determined that the protect, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H 1000 and Session Law 2006-246 We
are forwarding Permit No SW8 080110 dated January 11, 2008, for the construction of the
subject protect
This permit shall be effective from the date of issuance until January 11, 2018, 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 adtudicatory hearing upon written request within sixty (60) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional
contact Chris Baker, or me at [phone]
Si rely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
information concerning this matter, please
ENB/csb S \WQS\STORMWATER\PERMIT\080110 dec08
cc Ronald D Cullipher, PE, Stroud Engineering
Carteret County Building Inspections
Chris Baker
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington NC 28405 Phone [phone]
Wilmington Regional Office Internet ov,,o nc11 wtuquahh or Fax [phone]
No �hCarolina
Jl�nturally
Customer Sen ice
1 877 623 6748
An Equal OpportumtylAffrmative Action Employer — 50 % Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 080110
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
Virginia Eitner and Morehead Enterprises, LLC
Morehead Enterprises
5208 Highway 70, Carteret County
11i7Ci::l:11
construction, operation and maintenance of a wet detention pond 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 January 11, 2018, 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 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 32,391 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the protect
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
protect must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 080110
6 The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
a Drainage Area, Acres 1 28
Onsite, ft 55,944
Offsite, ftz None
b Total Impervious Surfaces, ftz 32,391
c Design Storm, inches 1
d Pond Depth, feet 55
e TSS removal efficiency 90
f Permanent Pool Elevation, FMSL 1040
g Permanent Pool Surface Area, ftz 3,800
h Permitted Storage Volume, ft3 2,667
1 Temporary Storage Elevation, FMSL 1081
I Controlling Orifice 1"0 pipe
k Permitted Forebay Volume, ft3 3,022
1 Fountain Horsepower, HP 1/8
m Receiving Stream/River Basin UT to Newport River / White Oak
n Stream Index Number 21-(1)
o Classification of Water Body "C"
II SCHEDULE OF COMPLIANCE
1 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
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and re -vegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 080110
4 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
Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is 1/8 horsepower
The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
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 A
modification may be required for those deviations
8 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
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Protect name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The protect 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
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 080110
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 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
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 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
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 11th day of January, 2008
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Cc een H Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 080110
Morehead Enterprises
Stormwater Permit No SW8 080110
Carteret County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the protect,
(Protect)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 080110
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the protect 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,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Carteret County Building Inspections
Page 7 of 7

DWQ USE ONLY
Received
Fee Paid
Permit Number
► 1 5Date
1 U
N
130—
q c
1(..-)G
6,)\,°o go I (0
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Tlus farm may be photocopied for use as an ongnial
I GENERAL INFORMATION
1 Applicants name (specify the name of the corporation, individual, etc who owns the project)
Morehead Enterprises, LLC
2 Print Owner/Signing Official's name and title (person legally responsible for facibty and compliance)
Virginia Eitner, member managere
3 Mailing Address for person listed in item 2 above
City New Bern State NC Zip 28564
Phone (252 ) 671-1771 Fax (252 ) 637-5576
Email veitner@suddenlmk net
4 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and mamtenance agreements, etc)
Morehead Enterprises, LLC- Highway 70 Morehead City
5 Location of Project (street address)
City Morehead City County
6 Directions to project (from nearest major intersection)
from the intersection of US Hwy 70 and NC Hwy 24 in Morehead City, head west on US Hwy 70 Site
is on the left approximately one mile
7 Lahtude N 34-44-22 Longitude W 76-48-39 of project
8 Contact person who can answer questions about the project
Name RONALD D CULLIPHER, PE Telephone Number (252 ) 247-7479
Email rcullipherQstroudengmeer corn
II PERMIT INFORMATION
Form SWU-101 Version 8 07 Page I of

1 Specify whether project is (check one) ®New ❑Renewal [:]Modification
2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number na and its issue date (if known)
3 Specify the type of project (check one)
❑Low Density ®High Density []Redevelop ❑General Permit ❑Universal SMP []Other
4 Additional Project Requirements (check applicable blanks)
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑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
wet -detention pond with forebay sized for 90% tss removal
2 Stormwater runoff from this project drains to the WHITE OAK River basin
3 Total Site Area 128 acres 4 Total Wetlands Area 0 acres
5 100' Wide Strip of Wetland Area NA acres (not applicable if no wetlands exist on site)
6 Total Project Area** 128 acres 7 Project Built Upon Area 57 89 %
8 How many drainage areas does the project have7l
9 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
UNNAMED TO NEWPORT
Stream Class & Index No
"C" 21-(1)
Drainage Area (so
55944 SF
Existing Impervious* Area (so
TO BE REMOVED
Proposed Impervious*Area (so
32391 SF
% Impervious* Area (total)
57 89 %
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
9050 SF
On -site Streets (so
NA
On -site Parking (so
22126 SF
On -site Sidewalks (so
1215 SF
Other on -site (so
0
Off -site (so
0
Total (sf)
32391 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 8 07 Page 2 of

**Total project area shall be calculated based on the current policy regarding inclusion of wetlands ni the built upon area
percentage calculation
10 How was the off -site impervious area listed above
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8 07 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 Office (Appropriate office maybe found by locating project on the
interactive online map at Imi) //h2o enr state nc us/su/msi maps him)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Oi iginal and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), 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) Stroud Engineering, PA
Marling Address 151 A HWY 24
City MOREHEAD CITY State NC Zip 28557
Phone (252 ) 247-7479 Fax (252 ) 247-4098
Email rcullipher@stroudengineer com
VIII APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in General Information, item 2) Virgina Ertner
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective coverjants will be rec9rdec rid that the proposed project complies with the requirements of 15A
NCAC 2H 1000 1 11 ( X
Form SWU-101 Version 8 07 Page 4 of

State Stormwater Permit Application Trackinz Cover Sheet
Wilmington Revonal Office
Project Name
MOREHEAD ENTERPRISES LLC PROPERTY
Project Category
NEW
Project Type
HD - DETENTION POND
App Accept Date
Application Fee Amt
S A/af
Fee Check Number
//�b
Reviewer Name
BAKER, CHRIS
Record the following information from BIMS after project has been entered'
Permit Number (B/MS) ��d�n�>, //0
Please update the SW Access System by entering the Permit Number for the proiectt
Date Entered in Access 6/ i O R, C
Entered in Access By �g,I��
Date Primed 11812008 2 57 J5 PM

STORMWATER DRAINAGE CALCULATIONS
FOR
MOREHEAD ENTERPRISES, LLC
HIGHWAY 70 MOREHEAD CITY
MOREHEAD CITY, NORTH CAROLINA
PREPARED FOR
MOREHEAD ENTERPRISES, LLC
C/O VIRGINIA EITNER
PO BOX 3320
NEW BERN, NC 28562
STROUD ENGINEERING, P A.
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
D�1®er, P EE D t�`Y,'�I�IfCt11

Narrative
A Description of Project
I T)pe of Development
This project consists of the demolition of existing buildings and infrastructure onsile and
propose to redevelop with a strip shopping center
2 Earth Disturbing Activities
a Demolition of onsne facilities
b Excavation and fill for building foundation and floor slab
c Grading associated with driveway and parking lot construction
d Excavation and backfill for site utilities
e Excavation and backfill for installation of site drainage and excavation of the proposed
stormwater pond
3 Sal types
According to the Carteret County Sod Survey the sods are classified as Leon sand
4 Drainage
The 128 acre site presently drams by surface runoff to ditches that ultimately drams to
the north along the west line of the property This ditch run generally in a northerly direction until
reaching the Newport River Class SC
B Erosion and Sedimentation Control Measures
The following measures are proposed for the site If it becomes evident that additional erosion and
sedimentation control measures are needed they shall be installed immediately It is intended that all grading
and excavation activities wuhm a certain area will be protected as soon as that activity is complete
1 Sediment Fence Sediment fence will be utilized as necessary in locations as shown on plans or as
deemed necessary by the engineer to insure that off -site sedimentation in controlled
2 Sediment Basins The detention pond to be constructed at the rear of the property will serve as a
sediment basin during construction Once construction is completed basin shall be cleaned to the
original design depth
3 Riprap outlet protection- Riprap to be installed at locations shown on plans to reduce energy at high
velocity areas
4 Seeding - All disturbed areas will be seeded within 14 days following construction in accordance
with the seeding schedule shown on plans
5 Drop Inlet Protection - Inlet protection, silt fence around inlets, will be used to reduce the amount
of sediment entering the storm drainage piping system during construction
C Time Sequence of Operations
Construct temporary stone construction entrances as indicated on the drawing Locate all existing
utilities within the property and right of way of US Hwy 70 and Industrial Drive
Remove existing building and parking lot
Install silt fence where indicated on the drawing within phase Initiate fill/grading activities
Rough grade drives and parking areas and prepare building site Seed and mulch all areas of
disturbance not to be paved within 14 days of land disturbance
Excavate, rough grade and seed stormwater detention pond
Install water and sewer services, storm drainage and any other utilities
Initiate budding construction
bme grade drives and parking area
Install curb and gutter, abc stone and pave
Remove any accumulated sediment from the stormwater detention pond Provide final landscaping
for entire site

D Design Assumptions
Design storm is ten years
The rational method was used for design
E Wet Detention Basin Operation and Maintenance
See attached Operation and Maintenance Agreement
F Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater
regulations in coastal counties on January I, 1988 These regulations are detailed in 15 NCAC 211 1000
Stoimwater Runoff Disposal These rules allow for a development to be considered under various options
This project is submitted for approval consideration under Section 1003(d)(2)

STROUD ENGINEERING, P A
Hestron Plaza Two
151 A Hwy 24
MOREHEAD CITY, NC 28557
[phone]
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151 A Hwy 24
MOREHEAD CITY, NC 28557
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DRAINAGE &SEWERAGE -HYDRAULIC COMPUTATIONS-/-
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W 60
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Find diameter /5 inches and
ve /o ci ty of 3 5 ff per second,
by fol/oriiny dashed /ine
120
108
96
90
84
78
N
72
W
66
u
60
Z
54
48
Z
42
39
36
Z
33
Q
30
T.
27
u-
21
O
t6 -
6
J
0003
0004
Ln 0006
p 0008
O 0010
LO
00 0030
UL 0040
W
(L
-- - o
0200
0300
0400
0600
0800
1000
...
0002
0003
0004
0006
0008
r1
0010
O
O /
II
0020/
0O
0�0030
9g40
LL
1.1
0080 a
0100 OJ
V)
0300
0400
0600
0600
1000
2
0
z
0
u
W
0
UP
Z
Y
H
6 U
0
J
.7 W
9
10
1
12
-13
14
-15
z NOMOGRAPH FOR
COMPUTING REQUIRED SIZE OF
U
CIRCLAR DRAIN FLOWING FULL
n=0.013 OR 0.015
09
08
Ad a pfc d from Engineering Monuol , WoraDe porfi Corps �95f ngineer

Sfl 5 o- 9
Morehead Enterprises LLC Property
Stormwater Detention Pond Design
1/8/2008
DRAINAGE AREA = 55 944 SF
DRAINAGE TO SC WATERS = 1 INCH
PROPOSED IMPERVIOUS AREA
BUILDINGS=
9050 SF
PARKING/DRIVES =
22126 SF
SIDEWALK =
1 215 SF
TOTAL -
32 391 SF
QC II (oe,
IVA �epawrbpq
. pP .....:,. 9� •.,
1 ^'3*_
let, ..... U �N`e
NEWPORT RIVER -CLASS SC
% IMPERVIOUS = 57 90%
58 00% (USE FOR DESIGN)
USE A 3 MINIMUM DEPTH POND WITH 90% TSS REMOVAL (SEE SA/DA CHART)
SA/DA = 6 70%
MIN REQ D SA @ PERMANENT 3748 SF SAREDD = (SA/DA)(DRAINAGE AREA)
POOL=
SA PROVIDED = 4810 SF
MIN REQ D STORAGE VOLUME
Rv = 0 05 + 0 009(%IMP)= 057
VOLUME RED D= 2667 CF VOLREDD=(1/12')(Rv)(DRAINAGE AREA)
VOLUME PROVIDED = 3218 CF POOL @ 10 90
2 5 DAY ORIFICE SIZING
REQ D VOLUME TO STORE = 2667
PERMANENT POOL EL = 1040
CALCULATED 1 STORAGE EL = 1081
ELEVATION HEAD (H.) = 0 137 FEET (BASED ON 113 PER BMP MANUAL)
QZ (2 DAY FLOWRATE) _
Qs (5-DAY FLOWRATE) _
A=Q/(Ce(29Ho)'rz
USE 1 DIAMETER ORIFICE
0 015 CFS
0 006 CFS
AZ DAY = 0 009 FT 1 25 IN 2
DIAMETER= 126 IN
A5 DAY = 0 003 FT 0 50 IN 2
DIAMETER = 0 80 IN
AREA 1 ' _
Q (1 FLOWRATE) _
0 79 IN
0 0097 CFS
TIME = 318 DAYS
0 0055 FT

S44 (P n P 9
MOREHEAD ENTERPRISES,LLC
Pond Volumes
118/2008
Elevation
Section
SA SF
Avg SA
Ht (FT)
1040
Permanent pool
1551
1436
050
990
Contour
1320
1116
100
P71
890
Contour
912
744
100
790
Contour
576444
100
690
Forebay Bottom
312
Total Vol
3022
Q. 7 9
9rt
CU
Elevation
Section
SA SF
Avg SA
Ht. FT
Vol CF
10 90&W
XPM ; To of Shelf QAor
r_4qj5250%0
Za.,=4525"b„�tt
' A 50M
,:ZZ2263
1040
Permanent pool
3800
Not included
iri mainFbasmvolume
3175
050
1588
990
Bottom of Shelf
2550
2550
100
2550
890
Contour
2550
2550
100
2550
790
Contour
2550
2550
100
2550
690
Contour
2550
2550
1 100
2550
590
Contour
2550
2550
100
2550
490
Main Basin Bottom
2550
Surface Area
2654
Total Vol
—
Pond Construction Volume =
Forebay % of Permanent Pool Volume =
Average Depth =
Volume at Top of Shelf =
Volume at Bottom of Shelf =
17359 CF
21 08%
(Main Basin + Forebay)
377 Calculated from Permanent Pool of Main Pond
16600 CF
12750 CF

� n ( OF `)
r r rrn
1 ,
Fstoragevolume required 2667 CF
�ST__ORAGE,VOLUMEPROVIDEOW,1. �' ,,, „�."�..wa- e ?. -x:. `yak f�...'=_e .'Tx"�vz; 2Fn��,.. �. �__ 3 •7k
C
r
Elevation
Section
SA SF
Avg SA
Ht FT
Vol CF'.
10
1040
Permanent pool
4810
6436
050
3218
1090
Top of Shelf
6550
7306
100
7306
11 90
Contour
8062
8882
100
8882
1290
Contour
9702
0
Total Vol
19 006
DISTURBED
AREA= 1 ACRES
SEDIMENT
RATE = 1800 CF/ACRE
REQUIRED
STORAGE
VOL = 2304 CF
FOREBAY
VOLUME = 3022 CF
"USE FOREBAY OF WETPOND AS SEDIMENT POND DURING CONSTRUCTION AND CLEAN TO
DESIGN STANDARDS ONCE DRAINAGE AREA IS STABILIZED
� `
q," p r n t `0 ,,,��

SH8 of
NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Table 10-4
Surface Area to Drainage Area Ratio for Permanent Pool Sizmg to Achieve 90 Percent TSS
Pollutant Removal Efficiency
in the Coastal Region, Adapted
from Driscoll,1986
Percent
Permanent Pool Average Depth (ft)
Impervious
Cover
30
35
40
45
50
55
60
65
70
75'
10%
13
10
08
07
06
05
04
03
02
01
20%
24
20
18
17
15
14
12
10
09
06
30%
35
30
27
25
22
19
16
13
11
08
40%
45
40
35
31
28
25
21
18
14
11
50%
56
50
43
39
35
31
27
23
19
15
60%
70
60
53
48
43
39
34
29
24
19
70%
81
70
60
55
50
45
39
34
29
23
80%
94
80
70
64
57
52
46
40
34
28
90%
107
90
79
72
65
59
52
46
39
33
1000/.
12
100
88
81
73
66
58
51
43
36
The engineering design of a wet detention basin must include a 10-foot-wide (minimum)
vegetated shelf around the full perimeter of the basin The inside edge of the shelf shall
be no deeper than 6" below the permanent pool level, and the outside edge shall be 6"
above the permanent pool level For a 10' wide shelf, the resulting slope is 101 With
half the required shelf below the water (maximum depth of 6 inches), and half the
required shelf above the water, the vegetated shelf will provide a location for a diverse
population of emergent wetland vegetation that enhances biological pollutant removal,
provides a habitat for wildlife, protects the shoreline from erosion, and improves
sediment trap efficiency A 10 wide shelf also provides a safety feature prior to the
deeper permanent pool
Short-circuiting of the stormwater must be prevented The most direct way of
minimizing short-circuiting is to maximize the length of the flow path between the inlet
and the outlet basms with long and narrow shapes can maximize the length of the flow
path Long and narrow but irregularly shaped wet detention basins may appear more
natural and therefore may have increased aesthetic value If local site conditions prohibit
a relatively long, narrow facility, baffles may be placed in the wet detention basin to
lengthen the stormwater flow path as much as possible Baffles must extend to the
temporary pool elevation or higher A minimum length -to -width ratio of 1 51 is
required, but a flow path of at least 3 1 is recommended Basin shape should minimize
dead storage areas, and where possible the width should expand as it approaches the
outlet
Although larger wet detention basins typically remove more pollutants, a threshold size
seems to exist above which further improvement of water quality by sedimentation is
negligible The water treatment volume within a wet detention basin is calculated as the
total volume beneath the permanent pool water level, and above the sediment storage
volume, including any such volume within the forebay
Wet Detention Basin 1010 July 2007

EXAMPLE AVERAGE HEAD I DRAWDOWN
CALCULATION
Q `
(with outlet set above the calculated Temp Pool Elevation)
O
Given Required volume to store = 25 000 cubic feet
Permanent Pool Elevation = 10 0
Calculated minimum 1" storage elevation = 11 35
Outlet weir set at elevation 13 0 (Temporary Pool Elevation)
V?
Average Head = s/2 (13-10) = 1 5 (Approximate)
02 (2 day flowrate) = 25000 1172800 = 145 cfs
Q, (5 day flowrate) = 25000 / 432000 = 058 cfs
Rearrange the orifice equation and solve for Area
A = Q I (Cd (2gh)05) where
A is the orifice area in square feet
Q is the 2 and 5 day flowrates cfs
Cdis06
g = 32 2 fVs2
And h = average head feet
A, for the 2 day flowrate = 145 / ( 6 (2132 2'1 5)D5) = 0246 fl'
A for the 5 day flowrate = 058 / ( 6 (2`32 2'1 5)p5) = 0098 ft'
0246 x 144 = 3 542 square inches
0098 x 144 = 1 411 square inches
Solving for the radius R and diameter D
A=TrxR2 R=(A/T005
R, = (3 542 / Tr)" 5 = 1 062 inches D2 = 2R2 = 2 12 inches
R, _ 0 411 / Tr)° 5 = 0 67 inches D, = 2Rti = 1 34 inches
T.PE
= 1.3. o
EXAMPLE AVERAGE HEAD / DRAWDOWN
CALCULATION
(with outlet set at the calculated Temp Pool Elevation)
Given Required volume to store = 25,000 cubic feet
Permanent pool Elevation = 10 0
Calculated minimum 1' storage elevation = 11 35
Outlet weir set at elevation 11 35 (Temporary Pool Elevation)
Average Head = %2(11 35-10) = 675 (Approximate)
Q2 (2 day flowrate) = 25000 1172800 = 145 cfs
Q5 (5 day flowrate) = 25000 1432000 = 058 cfs
Rearrange the orifice equation and solve for Area
A = Q I (Cd (2ghf) where
A is the orifice area in square feet
Q is the 2 and 5 day flowrates, cfs
Cdts06
g=322ft/s
And h = average head feet
A, for the 2 day flowrate = 145 / ( 6 (2'32 2` 675)0') = 0367 ft'
A5 for the 5 day flowrate = 058 / ( 6 (2`32 2" 675V 5) = 0147 ft2
0367 x 144 = 5 285 square inches
0147 x 144 = 2 117 square inches
Solving for the radius, R and diameter D
A=TrxR' R=(A/Tr)05
R2 = (5 285 / Tr)° " = 1 297 inches Dz = 2R, = 2 59 inches
R5 = (2 117 1 Tr)'s = 0 821 inches D5 = 21R5 = 1 64 inches
E.=11.3
;E,- 10.0

Page 1 of 2
matt montanye
From Sugg, Mickey T SAW [Mickey T Sugg@saw02 usace army mil]
Sent Tuesday, November 13, 2007 10 07 AM
To Whit@BeaufortRealtyNC com
Cc veitner@suddenlink net, matt montanye, fredmortoncommercial@embargmail com, rculliipher@stroudengineer com
Subject RE Written waiver of jurisdictional wetlands
To all -
The US Army Corps of Engineers does not have any jurisdictional authority within the ditch along the property line between Pier I
and the car wash on the north side of US Hwy 70 in Morehead City Therefore no authorization is required from our office to
undertake any activity within this subject ditch This does not alleviate your responsibility of obtaining any other federal, state, or
local government authorizations
If you have questions, please do not hesitate to contact me at [phone]
Mickey Sugg Project Manager
US Army Corps of Engineers
PO Box 1890
Wilmington, NC 28402-1890
From Whit Procter [mailto Whit@BeaufortRealtyNC com]
Sent Thursday, November 08, 2007 10 53 AM
To Hardman, Lisa D SAW, Sugg, Mickey T SAW
Cc veitner@suddenlink net, 'matt montanye', fredmortoncommeraal@embargmail com, rcullnpher@stroudengineer com
Subject Written waiver of jurisdictional wetlands
Lisa
Thanks for your help with this
If there is a form that needs to accompany this recognition of no jurisdictional wetlands can you attach a copy to this note?
If you need any additional property information, please let me know
- Whit
Site 5208 Hwy 70 Morehead City NC (Corner of Hwy 70 West & Industrial Drive)
Former Tenant Randy's Fast Lube dba American Pride Car Wash
Engineers Stroud Engineering - Matt Montayne & Ron Cullipher
Subject Jurisdiction over drainage ditch on western edge of property
Buyers Broad Creek Holdings dba Dunkin Donuts
Sellers 971 Associates Inc (Fred Morton & Ron Barnes)
Mr Sugg,
1 /8/2008

Page 2 of 2
Regarding the property identified above, Matt Montayne with Stroud Engineering has been working with my client on the
redevelopment of this site It is understood that after a review of the site by your office, verbal confirmation of no jurisdictional
wetlands over the drainage ditch on the western property line (between the subject site and the current Radio Shack/ Pier 1 strip
center) was given Matt had been asked by the Buyer to follow up with your office and get this confirmation in writing He indicated
that it should be a relatively easy to get this acknowledgement and that even an email to this effect would suffice
Several weeks have gone by and everyone is still looking for this written confirmation The Buyer is scheduled to close today
(Thursday, November 8, 2007) however, without this written confirmation from your office, the closing cannot be completed
Matt is out of the office until next week He did not confirm receipt of this notification from your office prior to leaving
If this waiver as already been sent, can a copy be forwarded to my office that I can communicate to the Buyer?
If it has not been sent, is it possible to issue this today? (My email and fax # are below)
Each day the closing is delayed is a considerable expense to both Buyer and Seller If you have any questions or if I can be of help
in anyway I am at your disposal
Thank you in advance - your assistance is greatly appreciated
Whit Procter
Broker Associate, a -Pro, ABR, SRES
Beaufort Realty
325 Front St
Beaufort, NC 28516
O 800-548-2961
M 252-422-4822
F 252-728-1322
1 /8/2008

- � N
LIMITED LIABILITY
e
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY Morehead Ente uses LLC
SECRETARY OF STATE R L L P ID NUMBER 1010959
NATURE OF BUSINESS Property Ownership
REGISTEREDAGENT Edner PrginlaJ
REGISTERED OFFICE MAILING ADDRESS PO Box 3320
New Bern NC
REGISTERED OFFICE STREET ADDRESS 41811adamMo s Late
New Bern NC 1 562 Cra
SIGNATURE OF THE NEW REGISTERED AGENT r
S GNATUR
PRINCIPAL OFFICE TELEPHONE NUMBER 252-671-1771
PRINCIPAL OFFICE MAILING ADDRESS PO Box 3320
New Bern NC
PRINCIPAL OFFICE STREET ADDRESS 418 Madam Mooes Lane
New Bern NC 18 61
MANAGERS/MEMBERS/ORGANIZERS
SOSID 1010959
Date Filed 6/27/2007 9 43 INI AM
Elaine F Marshall
North Carolina Secretary of State
2007178 00216
STATE OF INCORPORATION NC
APPOINTMENT
Name Witham E Jayne III
Name Bruce A J
yne
Name Dole R Jayne
Title Manger
Title Manager
Title Manager
Address
Address
Address
PO Box 3320
PO Box 3320
PO Box 3320
New Bern NC 28564
New Bern NC 18
64
New Bern NC 28564
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLE1
ED
BY ALL LIMITED LIABILITY COMPANIES
William Jeyx
20080102
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
Wilham Jayne Manager
TYPE OR PRINT NAME
ANNUAL REPORT FEE E-Pud MAIL TO Seamy of
TYPE OR PRINT TITLE
CoTporatim Dmuoo • Pan Offim Box 29525 Ralw* NC 27626-0525