SW8050117_HISTORICAL FILE_20050223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 0 \\1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200 5 02 2'b
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 050117
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
Richard Wayne See, Owner
Wayne See Property
Carteret County
FOR THE
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 February 23, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 992,273 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, Attachment A of the Restrictive Covenants, and per the 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 project
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
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050117
6. The following design criteria have been provided in the wet detention pond and
inwt be maintained at ucaiyu cvnunwn.
a.
Drainage Area, acres:
36.95
Onsite, ft :
1,398,628
Offsite, ft2:
210,905
b.
Total Impervious Surfaces, ft2:
992,273
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
7.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
11.0
g.
Permanent Pool Surface Area, ft2:
40,857
h.
Permitted Storage Volume, ft3:
148,466
i.
Temporary Storage Elevation, FMSL:
14.0
j.
Controlling Orifice:
4.0"0 pipe
k.
Permitted Forebay Volume, ft3:
38,080
I.
Receiving Stream/River Basin:
Newport River / White Oak
M.
Stream Index Number:
21-(1)
n.
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 times 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 revegetation 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 050117
4. Records of maintenance activities must be kept and made available upon
IeglleJt LU aUt11UIILCd peIJUIIIICI UI UVVhf. I IiC lt!L VIUS WIII II IUIVdIe LI It: dclte,
activity, name of person performing the work and what actions were taken.
5. 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 1.0 horsepower.
6. The facilities shall be constructed as shown on the approved plans. 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.
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. Project 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 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.
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 050117
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
11
�pecifiGu iii uie iiutice, iiie perriiiiiee 3iiaii 9uuiiiii a written iiille sclieuuie i0 iiie
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 reissuance 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 23rd day of February 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I YY I\IIIIIGI\, I .L., VIIGVIVI
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050117
Wayne See Property
Stormwater Permit No. SW8 050117
l^.ial MI et VVU11ly
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050117
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/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
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7

Permit No. Sig d SJD � %
ed by DW
State of North Carolina '21wi r /% (to be pro- vi '
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may he photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name:
Contact Person:
Wayne See Property
Richard Wayne See
Phone Number: (252 ) 726-5961
For projects with multiple basins, specify which basin this worksheet applies to
elevations
Basin Bottom Elevation 4.0 ft. (floor of the basin)
Permanent Pool Elevation 11.0 ft. (elevation of the orifice)
Temporary Pool Elevation 14.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 5t0, 857 sq. ft. (water surface area at the orifice elevation)
Drainage Area ac. (on -site and off -rite drainage to the basin)
Impervious Area 22.26 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
19y, *qS7 cu. ft. (combined volume of main basin and forebay)
148,466 cu. ft. (volume detained above the permanent pool)
3&, 080 cu. ft. (approximately 20% of total volume)
2.5t7 � (surface area to drainage area ratio from DWQ table)
4.00 in. (2 to 5 day temporary pool drain -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
1 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.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. 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.
A plicants Initials
�— a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive Flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
It. 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.
_9EC— m. A mechanism is specified which will drain the basin for maintenance or an emergency.
Pt) rr-P
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 Xdoes not
This system (check one) 0 does C8 does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
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 5.25 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.00 feet in the forebay, the sediment shall be removed.
Sediment RAoval El. 8.0
Bottom EA.,tum 7.0
POREBAY
BASIN DIAGRAM
NII in the blanks)
Permanent Pool Elevation 11.0
Sediment Removal Elevation 5'7575%
- _ _
Bottom Elevation 4.0 =25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

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:
Title:
Address:
phone:
Signature:_
Date:
Note: The legally responsible part}' should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I;
County of
a Notar}, public for the State of
do hereby certify that
personally appeared before me this clay of , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. CVimess my hand and official seal,
W
SEAL
My commission expires
Form SWU-102 Rev 3.99 Page 4 of 4

RECEIVED
SEP 0 6 2006
DWQ
PROJ #
Melanie Arthur
CARTERET
MA Date 06/02/2006
GR 1174163
top
COUNTY
Time 09:22:00
Pape 1 of 10
NORTH CAROLINA, CARTERET COUNTY
This instrument and this certificate are duty filed at the
date and time and in the Book and Page shown on the
first page hereof.
QMellarde pArthur, Regist(0jr of Deeds
By`C1d.d�Ck4dL/}_ lit PF1r�
_AWZJD D y.. Fa illw of Dw
1prepared by and return to: James Q. Wallace La, Attorney at Law
STATE OF NORTH CAROLINA DECLARATION OF COVENANTS AND
RESTRICTIONS ON THE "Wayne See
COUNTY OF CARTERET Property"
THIS DECLARATION is made and entered into this 30" day of May, 2006 by
Richard Wayne See and wife Sharon See, current property owners, for their use and benefit and
for the use and benefit of all future property owners of lots in the property of Wayne See as
shown in Map Book 30, Page 957, Carteret County Registry. This property is a High Density
commercial property.
I. THIS DECLARATION shall run with the land and shall bind and enure to the
benefit of all owners of the following described property:
That property shown as "property of Wayne See" in Map Book 30, Page 957,
Carteret County Registry. This property is for commercial use only; no residential use is allowed.
2. This property is for commercial use only; no residential use is allowed.
Property owners expressly reserve, the right to make amendments to these covenants as they
deem advisable.
3. Since the property is a High Density Commercial Subdivision, Coastal
Stormwater Management Regulations apply to the property and these covenants are intended to
ensure ongoing Compliance with North Carolina Stormwater Management Permit number
SW8050117 as issued by the Division of Water Quality under NCAC 2H.1000.
4. The State of North Carolina is made a beneficiary of these covenants to the
extend necessary to maintain compliance with the Stormwater Management permit.
Page 1 of 4
BOOK _��� PAGE ,

5. The covenants pertaining to stormwater management may not be altered or
rescinded without the express written consent of the State of North Carolina, Division of Water
Quality.
6: Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the Division of Water Quality.
7. The maximum allowable built -upon area per lot is shown on the attached
Exhibit A. These allotted amounts include any built -upon area constructed within the lot proeprty
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.
8. All runoff from the built -upon areas in the lot must drain into the permitted
system. This may be accomplished through a variety of means including: a piped collection
system, which ultimately discharges into the stormwater facility; appropriate grading of the lot
such that the built -upon surfaces drain into the stormwater facility; or graded swales which
collect runoff and direct it into the stormwater facility; no means used shall destroy the integrity
and performance of the system as permitted.
9. Swales shall not be filled in, piped, or altered except as necessary to provide
driveway crossings.
10. Built -upon area in excess of the permitted amount requires a state stormwater
management permit modification prior to construction.
11. THIS DECLARATION prohibits any noxious or offensive activity from
being carried on upon any lot, nor annoyance or nuisance to the area. All lots shall be kept cut
and neatly trimmed; no junk automobiles or debris are allowed in any lots.
12. THIS DECLARATION provides that if any individual item or portion hereof
shall deemed invalid by a court of law, then the remaining items and portions hereof shall
continue in full force and effect.
13. THIS DECLARATION may be enforced by an individual lot owner.
Enforcement under this DECLARATION includes, but is not necessarily limited to, the right to
seek removal or relocation of any violating structure or portion thereof.
14. THIS DECLARATION provides that all of the covenants, restrictions,
reservations, easements, and privileges contained herein shall run with the land and the Grantees,
by accepting any deed to such land within the herein described premises, accepts the same
subject to this DECLARATION and its terms and conditions and agrees for himself, his heirs,
successors and assigns, to be fully bound by each and all of the terms and conditions of this
DECLARATION, jointly, separately, and severally.
Page 2 of 4
BOOK --A \()�k PAGC A�

DECLARATION, jointly, separately, and severally.
IN WITNESS WHEREOF, the current property owners have hereunto set their
hands and seals the day and year first above written.
This the 36 day of May, 2
Sharon See
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I C. inch `1 5 wM" 5 the undersigned Notary Public for the
aforesaid County and State, do hereby certify that Richard Wayne See did personally appear
before me this day and acknowledge the due execution of the foregoing instrument.
WITNESS my hand and seal this day of May, 2006
�Lf�c`� L� �till4 (SEAL) .�``�( 1S
Notary Pu lic �;`G���•• w
oA s,
(Typed or Printed) Notary Name - T R� -
=
My Commission Expires: 1 18 ° 99�'•• OG .' 2�-
7- coU %o%�,.
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
I L.J �A�j j �-Jt iVk 5 the undersigned Notary Public for the
aforesaid County and State, do hereby certify that Sharon See did personally appear before me
this day and acknowledge the due execution of the foregoing instrument.
Page 3 of 4
BOOK — L). —PAGE ._. 1 � '�

y
(SEAL)
Notary Pu lic
(Typed or Printed) Notary Name
My Commission Expires:
Page 4 of 4

L-x A
ATTACHMENT A
(a) Impervious Chart
State Stormwater Management Systems,
Permit No. SW8 050117 '.
WAYNE SEE PROPERTY
RESTRICTIVE COVENANTS
ARTICLE TWELVE
STORMWATER PERMIT
1300K 1� WAGE .J U3 ---

Erb..22, 2005 11:04AM STROUD ENGINIERING PEA No. 1053 P, 1
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151-A Hwy 24 i
Morehead Clty, NC 28557 Stroud Engineering,
252.247.7479 Phone
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■ Eeb.22. 2005 10:4IAM i,.STROUD ENGIKEERING F'.'A
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■ 151-A Hwy 24
Morehead NC 28557
252247-7479
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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO ^ re eN R
�19-1 cardin ( DYIVp_
WE ARE SENDING YOU ❑attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
f�C�44�G3 O[� 4L�Q�l�Lv]�44LQL
elx
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
eo
Q�yISPI� S�Y`MLL`L� �✓ AA
17 Y C3` -
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
[' As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:— ! G '�-
lf enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
February 9,2005
Mr. Paul Bartlett
NCDENR
Land Quality Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Wayne See Property
SW8 050117
Dear Paul,
r 3i`r! 5
sto0P / / 7
We are in receipt of your letter dated February 8, 2005, requesting for additional information to continue
your review. The additional information requested has been addressed as follows:
1. Please provide dimensions on the Site Plan for the existing buildings on Lot #30.
Dimensions for the existing buildings on lot #30 have been added to the plans, sheet 1 of 4.
2. Please clarify drainage area and built upon area. The revised drainage map (McMannen to
Lewis 213105) and calculations stamped 115105 list 1,609,533 .sq ft (36.95 sq ft) of drainage
area and the application and supplement forms list 37.32 ac (1,625,758 sq ft) for drainage
area. The application list 997,566 sq ft of built upon area and the strapped calculations list
992,273 sq ft of built upon area.
The areas on the application were not accurate and have been adjusted to show the correct
information. The drainage area of 1,609,533 SF and the built upon area of 992,273 SF are
correct on the stormwater plan (sh 2 of 4), drainage area map and calculation pages.
3. Please indicate on Plan how lot #30 will drain into theforebaP of the pond.
Lot #30 is an existing lot that will remain as is. The lot currently sheds water away from the
pond. We included the lot in our pond sizing in case Mr. Wayne See decides in the future to
sell the property and redevelop it. In the case of redeveloping the property, the stormwater
from this lot will be directed into the forebay of the pond.
4. Please label the four drainage areas used for the swalc calculations on the Drainage Plan or
on a separate document. For the four drainage areas, please list the square feet of drainage
area and the built upon area.
On a separate sheet, attached, the four drainage areas for each swale are shown. The drainage
area for each swale is provided in a different color and labeled. For each swale, the size of the
drainage area and the built upon area are provided.
' 107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
5. Please provide the status of Lots #/ through Lots #8. Are thcv previously platted or part of
this subdivision? lfthev are part of this subdivision, please include the built upon area that
may be associated with these lots in the pond design.
The lots # 1 though 48 are existing lots that have previously been platted.
6. Please re -label the 362' dimension on the Pond Details Plan to not include the radius and re-
do the calculations to reflect the corrected dimension. The surface area at the permanent
pond is deficient based on the correct dimension. Please label each of the contour details on
the Plan for elevation.
The dimension of the pond has been edited to show the correct length of 302'. With the
change of size, the surface area was deficient, but with the lowering of the SA/DA, the
allowable required surface area was decreased and making the ponds surface area greater than
the required.
If you have any additional questions or comments, please do not hesitate to contact me.
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
rely,
6R aid D. Cullipher,
13EAL a tr
343
Zo
.•
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]

STROUD ENGINEERING, P.A. JOB Pit 363( 3
Hestron Plaza Two SHEET NO. / OF la
151 AHwy. 24 CALCULATED BY DATE 2- 1-OS
MOREHEAD CITY, NC 28557 CHECKED BY. DATE Z -�—
[phone] SCALE �S?V15Po� �0000eoeeepti
•• t .......... O "i
:Me laji3
STORMWATER DETENTION POND DESIGN a i •.�j.
DRAINAGE AREA 1,609,533 SF 4"40. CULX-\e��•`•
DRAINAGE TO SC WATERS = 1.0 INCH (NEWPORT RIVER - THE NARROW91eja+ae t0%
IMPERVIOUS AREA
BUILDINGS/ PARKING = 815,329 SF
ROADS = 96,214 SF
OFFISTE 80,730
TOTAL = 992,273 SF
% IMPERVIOUS'= :I ' 61.65%
62.00% (USE FOR DESIGN)
USE A 7.0' DEEP;POND W ITH 90%TSS REMOVAL (SEE SA/DA CHART)
.""I "'SA/DA= 2.50%
MIN. REQ'D SA @ PERMANENT
POOL = 40238 SF SARED•D = (SA/DA)(DRAINAGE AREA)
SA PROVIDED = 40857 SF
MIN. REQ'D VOLUME
Rv = 0.05 + 0.009(%IMP)= 0.61
VOLUME REQ'D = 81550 CF VOLREQD = (1"/12")(Rv)(DRAINAGE AREA)
VOLUME PROVIDED = 148466 CF
,

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, INC 28557
[phone]
DA-1
DA-4
DA4
DA-4
DA-5
DA-E
DA-7
DA-E
DA-S
DA-11
� •. II
DA-1 i
ELKS
PIPE1 (DA-1)
PIPE2 (DA-1+2)
PIPE3 (DA-1+2+3)
PIPE4 (DA-4)
PIPE5 (DA-4+5)
PIPE6 (DA-1+2+3+4+5+6)
PIPE7(DA-1+2+3+4+5+6+7)
PIPES(DA-1+2+3+4+5+6+7+8)
PIPE9(DA-1+2+3+4+5+6+7+8)
PI0E10(DA-1+2+3+4+5+6+7+8)
PIPE11 (DA-9)
PIPE12 (DA-9+10)
PIPE13 (DA-9+10+11+ELKS))
'OVERFLOW PIPE
GCB PM 36(0 - 3
SHFFTNO. ^?. OF _(12
CALCULATED By
CHECKED By
SCALE
STORMDRAIN PIPE SIZING
e 1.
DRAINAGE
AREA (SF)
DRAINAGE
AREA (AC)
C
I
Q,a
124945
2.87
0.76
7.23
15.76
52896
1.21
0.76
7.23
6.67
7892
0.18
0.76
7.23
1.00
158408
3.64
0.76
7.23
19.98
120069
2.76
0.76
7.23
15.15
174544
1 4.01
0.76
1 7.23
22.02
11136
0.26
0.76
7.23
1.40
5964
0.14
0.76
7.23
0.75
337860
7.76
0.76
7.23
42.62
0 50225
3.45
0.76
7.23
18.95
21985
0.50
0.76
7.23
2.77
328308
7.54
0.76
7.23
41.41
115300
2.65
1 0.76
7.23
14.54
1609533
Q(CFS)
PIPE
PROPOSED
%SLOPE
Q PROPOSED PIPE
FLOWING FULL CFS
15.76
24" RCP
1.0%
22.62
22.43
24" RCP
1.0%
22.62
23.43
30" RCP
1.0%
41.01
19.98
24" RCP
1.0%
22.62
35.13
30" RCP
1.0%
41.01
80.57
2 30" RCP
1.0%
41.01
81.98
2 30" RCP
1.0%
41.01
82.73
2 36" RCP
1.0%
66.69
• 82.73
2 36" RCP
0.5%
47.16
82.73
48" RCP
0.5%
101.57
42.62
36" RCP
1.0%
66.69
61.57
36" RCP
1.0%
66.69
100.60
17
244R
260.%82
103.58
:a AL <•*s
13343 e ¢

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
PERMANENT POOL VOLUME (method per DWQ)
JOB PIN. Slob 3
SHEET NO. 3 OF
CALCULATED B DATE �2'4-�`�
CHECKED BY DATE
SCALE I f
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
11.00
Permanent pool
40857
35669
2.00
71337
9.00
Shelf
30480
24630
5.00
123150
4.00
Bottom
18780
Total Vol.
194487
FOREBAY VOLUME
Elevation
,:. Section
I SA SF
Avg. SA
Ht. FT
Vol. CF
11.00
Permanent ool
i .11740
9520
4.00
38080
7.00
Bottom, . '
.1! 7300
(", -,1 :11 '
Total Vol.
38080
Forebay % of Permanent Pool Volume = 19.58%
MAIN BASIN VOLUME
Elevation
I Section
SA SF
Avg. SA
Ht. FT
Vol. CF
11.00
Permanent pool
28703
24713
2.00
49426
9.00
Shelf
20723
16437
5.00
82183
4.00
Bottom
12150
Total Vol.
131609
Storage volume required 81550 CIF
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
t
11.00
'Permanent ppool
'40857
49489
3.00
148466
14.00
Storage pool
58120
Total Vol.
148466
OVERFLOW DEVICE
L=Q D/C, Han
Oio
C=
H=
L=
,
163.66
3.0 (BROAD CRESTED WEIR)
2.00
19.29 20 FT MINIMUM WEIR LENGTH
a-- C .�
*: ¢ SEAL �.
13343
O'•.Fi.^ • ' Q
i����rr1Y!l1111AA���•

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
SEDIMENT TRAP DESIGN
JOB P&
SHEET NO. LI ^ OF !a
CALCULATED BY, 1' �++� DATE 2-9- Ub'
CHECKED BY DATE
SCALE P`n 5
TRAP
DRAINAGE
AREA (SF)
DRAINAGE
AREA (AC)
SED.
STORAGE
REQ'D (CF)
TRAP
DEPTH (FT)
SED. TRAP
AREA (SF)
PROPOSED
TRAP (SF)
1
124945
2.87
5163
4
1291
40 x 35 = 1400
2
58496
1.34
2417
4
604
25 x 25 = 625
3
103973
2.39
4296
4
1074
35 x 35 = 1225
4
79570
1.83
3288
4
822
30 x 30 = 900
5
97037
2.23
4010
4
1002
130 x 35 = 1050
61
284836
6.54
11770
4
1 2943
150 x 60= 3000
7
1 228042
1 5.24
9423
1 4
1 2356
150 x 50 = 2500
976899 t.,!' 1. �21'43 1..;
LY ,
SEDIMENT BASIN (PROPOSED POND DURING CONSTRUCTION)
SED.
SED.
STORAGE
BASIN
DRAINAGE
DRAINAGE
STORAGE
PROVIDED
AREA (SF)
AREA (AC)
REQ'D (CF)
IN POND
CF
1
514778
11.82
21272
194944
RIPRAP OUTLET PROTECTION
;FOREBAY + MAIN BASIN)
010 1 % SLOPE I V (FT/S)
30" DISCHARGE INTO DITCH
23.43ME
CLASS B 7.5'x7.5x1.5'
30" DISCHARGE INTO DITCH
35.13CLASS
B 7.5'x7.5x1.5'
42"_DISCHARGE INTO POND,
-80.93CLASS
1 16'x12'x1.5'
48" DISCHARGE INTO POND
82.73CLASS
1 16'x12'x1.5'
48" DISCHARGE INTO OUTLET DITCH
161.62CLASS
2 20'x15'x1.5'
OP�H Aq�
•0FESS/p
SEAL
13343 '
�.q '• ' IN EGQ ' �•
I?
01CU` Q��

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
Swale Design Data Table
(Utilizing Mannings Eqn.)
-
O = 1.486(A)(R)3 (S)"2
n
Trapezoidal Section
A=By+My2
P = B + 2y(1+m2)1n
R = AIP
All Sections
B= 5
M= 3
r it"t f{_ l'q 1S it I. ,il ti• •i ...
JOB PM 3bb-3
SHEET NO. S�n OF
CALCULATED By /1 /CTII J DATE Z'Y'OaJ
CHECKEDBY_ DATE_
SCALE .9eV/5f
H CAA'•••,
4O Q •.......• � O
?..••oFEss 0% '
9
SEAL rt
13343
dleqx`o,
..,f,.,.. .: 1. �• ,�• -,.-,
n=0.02
n=0.03
`.'
• DRAINAGE
AREA(AC),
I I.O p
-
WIDTH
/o SLOPE'
" y
v
y
v
1
., 2.87
,': 10.38
5.00
0.002
0.88
2.46
1.09
1.84
2
'"'6.40 ''
'23.14
5.00
0.002
""I. 1.33
3.08
1.63
2.29
�=3
14.67
53.03
1 5.00
0.002
2.02
3.87
2.45
2.87
4
11.05
39.95
1 5.00
0.002
1.38
3.14
1.69
2.34
Note:
V, and y, are for bare earth n=0.02
V2 and y2 are for grassed lined n=0.03
Bare earth V>2.5 fUs use an erosion control lining.
'Proposing to use erosion control lining in all swales.
Grass lined velocities are all non -erosive.
? i
i

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
orifice dia.=
orifice area=
Cd=
time increment
storage volume=
overflow el.=
perm. pool el.=
Time
r }., Oncrernent . i,
(minutes)
20
. ,•d120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
126
JOB OM 3GG ' 3 /
SHEET NO. OF y
CALCULATED BY DATE Z-�I'6qS
CHECKED BY, DATE Z. •) -=
SCALE
ORIFICE SIZING
4 in.
0.0872 sf
0.6
120 minutes
81550 ftA3
14
11
orifice eqn. = Q=CDA(2gh)A
(required 1")
��`°� , CAR ,1''•
�. oP ....... '•.
*S' SEAL 'r"s
13343
;O O 1Cu1 Q .
Cumulative Cumulative Volume Height Flow Volume Volume
Time-jf,�,
Time
Initial
Out
Out
Remaining
(minutes)
(hours)
(11A3)
(feet)
(cfs)
(cf)
(ftA3)
0
0
81550.00
3.00
0.7274
0.00
81550.00
�120 r
2
81550.00
3.00
0.7274
5237.38
76312.62
240' '' '`
4
76312.62
2.81
0.7037
5066.41
71246.20
�. 360
6
71246.20
2.62
0.6799
4895.35
66350.86
480
8
66350.86
2.44
0.6561
4724.17
61626.68
600
10
61626.68
2.27
0.6323
4552.89
57073.80
720
12
57073.80
2.10
0.6085
4381.48
52692.32
840
14
52692.32
1.94
0.5847
4209.94
48482.37
960
16
49482.37
1.78
0.5609
4038.26
44444.11
1080
18
44444.11
1.63
0.5370
3866.43
40577.69
1200
20
40577.69
1.49
0.5131
3694.42
36883.27
1320
22
36883.27
1.36
0.4892
3522.23
33361.04
1440
24
33361.04
1.23
0.4653
3349.83
30011.22
1560
26
30011.22
1.10
0.4413
3177.20
26834.02
1680
28
26834.02
0.99
0.4173
3004.31
23829.71
1800
30
23829.71
0.88
0,3932
2831.14
20998.56
1920
32
20998.56
0.77
0.3691
2657.65
18340.92
2040
34
18340.92
0.67
0,3450
2483.78
15857.14
2160
36
15857.14
0.58
0.3208
2309.48
13547.65
2280
38
13547.65
0.50
0.2965
2134.69
11412.96
2400
40
11412.96
0.42
0.2721
1959.30
9453.66
2520
42
9453.66
0.35
0.2477
1783.21
7670.45
2640
44
7670.45
0.28
0.2231
1606.25
6064.20
27601
46
6064.20
0,22
0.1984
1428.20
4636.00
2880
48
4636.00
0.17
0.1734
1248.75
3387.25
3000
50
3387.25
0.12
0.1482
1067.40
2319.86
3120
52
2319.86
0.09
0.1227
883.35
1436.51
3240
54
1436.51
0.05
0.0965
695A 1
741.39
) 120 3480 58 242.02 0.01 0.0396 285.32 -43.30 2.42 DAYS

FILE MODE
819 MEMORY TY,
REASON FOR ERROR
u, itt tis P. 1
* COMMUNICATION RESULT REPORT ( ; FEB: 8.2005 12:08PM )
u„ II Fr ;SI+' .ti�i;V
,Ib
TTI NCDENR WIRO
OPTION %i ADDRESS (GROUP) I,RESULT PAGE
9-12522474098 OK P. 3/3
A
L y:.
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
,
State of t
Department of Environr
Wilmington
Michael F. Easley, Governor
FAX CO
Date: 2/8/2005
To:, Ronald D. Cullipher, P.E..
Company: Stroud Engineering', P.A.
FAX #: [phone] y
DWQ Stormwater Project Number; SM
Project Name: Wayne See Property
MESSAGE:
Ron,
Attached is a Request for Additional Inl
The original will be sent by mail to;Mr.
original application and supplement for
,E-2) BUSY
.,. E-4),NO FACSIMILE CONNECTION
" f
ion
Resources
9 William G. Ross, Jr„ Secretary
No„ofll?ages: 3 (Intl. Cover)
From: Paul, Bartlett
,Water%uallty Section - Stormwater
FAX�9,#
10.350-2004
Phot1'',# 910.395-3900
050117','
cation for thWayne See Property project.
.' A,dopy..wi Nbe sent by mail to you with the
recting:;i ,; �::}f;;+
F
Thant, you

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 2/8/2005 No. of Pages: 3 (Incl. Cover)
To: Ronald D. Cullipher, P.E. From: Paul Bartlett
Company: Stroud Engineering, P.A. Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 050117
Project Name: Wayne See Property
MESSAGE:
Ron,
Attached is a Request for Additional Information for the Wayne See Property project.
The original will be sent by mail to Mr. See. A copy will be sent by mail to you with the
original application and supplement for correcting.
Than you
x 24�
Paul T. Bartlett, P.E.
ENB\ptb: S:\WQS\STORMWAT\ADDINFO\2005\050117
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

O
w A rF9
� j
Y
February 8, 2005
Mr. Richard Wayne See
P.O. Box 1076
Morehead City, NC 28557
Subject: Request for Additional Information
Stormwater Project No. SW8 050117
Wayne See Property
Carteret County
Dear Mr. See:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for the
Wayne See Property on January 25, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continuethestormwater review:
✓1. Please provide dimensions on the Site Plan for the existing buildings on Lot #30.
2. Please clarify drainage area and built -upon area. The revised drainage map
I/ (McMannen to Lewis, 2/3/2005) and calculations stamped 1/5/2005list 1,609,533
sq ft (36.95 ac) of drainage area and the application and supplement forms list
37.32 ac (1,625,758 sq ft) for drainage area. The application lists 997,566 sq ft
of built -upon area and the stamped calculations list 992,273 sq ft of built -upon
area.
3. Please indicate on the Plan how Lot #30 will drain into the forebay of the pond.
4. Please label the four drainage areas used for the Swale calculations on the
Drainage Plan or on a separate document. For the four drainage areas, please
list the square feet of drainage area and the built -upon area.
5. Please provide the status of Lots #1 through #8. Are they previously platted or
part of this subdivision? If they are part of this subdivision, please include the
built -upon area that may be associated with these lots in the pond design.
6. Please re -label the 362' dimension on the Pond Details Plan to not include the
radius and re -do the calculations to reflect the corrected dimension. The surface
area at the permanent pond is deficient based on the correct dimension. Please
label each of the contour details on the Plan for elevation.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to February 15, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
Phone [phone] Customer Service 1-877623-6748
FAX [phone] Internet. h2o.encstate.nc.us
NonrthCarolina
Aalurally
An Equal Opportunity/Affirmative Action Employer -50%Recycled/10%Post Consumer Paper

Mr. Richard Wayne See
February 8, 2005
Stormwater Application No. SW8 050117
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since�ly, —
/ T
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\050117
cc: Ronald D. Cullipher, P.E., Stroud Engineering, P.A.
Paul Bartlett
Page 2 of 2

INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H. 1000, the Coastal Stormwater Management Regulations,
deed restrictions and protective covenants are required for certain developments where lots will
be subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that
the development maintains a "built upon" surface area consistent with the applicable regulation
limiting built -upon area. The following deed restrictions and covenants must be recorded prior to
issuing the Stormwater Management Permit:
For All Projects:
1. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number as issued by the Division of Water
Quality under NCAC 21-1.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit.
These covenants are to run with the land and be binding on all persons and parties
claiming under them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.

VI For High Density Commercial Subdivisions: (In addition to all others that apply)
The maximum allowable built -upon area per lot is (See Attached Table) 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.
If the BUA per lot varies, please record and provide a complete lot listing with
proposed BUA:
The maximum allowable built -upon area per lot is as follows:
SEE ATTACHED TABLE
These allotted amounts include 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 are 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.
All runoff from the built -upon areas 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 to collect lot runoff
and directing them into the stormwater system or into the street. Lots that will naturally
drain into the system are not required to provide these additional measures.
3. Each lot whose ownership is not retained by the permittee, shall submit a separate
stormwater permit application to the Division of Water Quality and receive a permit prior
to construction.

WAYNE SEE PROPERTY
RESTRICTIVE COVENANTS
ARTICLE TWELVE
STORMWATER PERMIT
12.1 Attachment A
(a) Impervious Chart
Lot No.
Lot Size (sq ft
Maximum Square Feet
of Impervious Allowed
9
38345.43
30676.34
10
29960.60
23968.48
11
29163.67
23330.94
12
39431.26
31545.01
13
34796.63
27837.30
14
27767.32
22213.86
15
29941.74
23953.39
16
31266.70
25013.36
17
32192.71
25754.17
18
32300.60
25840.48
19
32411.26
25929.01
20
32229.81
25783.85
21
46688.85
37351.08
22
47026.25
37621.00
23
47363.65
37890.92
24
47730.05
38184.04
25
42864.41
34291.53
26
42100.66
33680.53
27
41272.40
33017.92
28
41108.78
32887.02
29
72842.01
58273.61
30 214flf.9 !073o00

01/24/2oe5 16:26 2527262435
TELEPHONE: [phone]
January 24, 2005
JAMES 0 WALLACE ATTY
4
JAMES Q. WALLACE, III
ATTORNEY AT LAW
3409 PINE STREET
MOREHEAD CITY, NORTH CAROLINA 2W57
VIA FAX TRANSMITTAL: 247-4098
Mr. Ron Cullipher
c/o Stroud Engineer
Re: Covenants on Wayne See Property
Dear Mr. Cullipher:
PAGE 01
TELEPNt; (252) 72E 263$
T. received this morning, some information about the Protective Covenants for the Wayne
See Property. I have reviewed the information and will begin drafting the covenants right
away. These covenants will include specific covenants regarding requirements for the
storm water management for the property.
With best wishes, I remain
RECEIVED
FEf n 7 200
wa d dry
BY:

February 3, 2005
Ms. Linda Lewis
NCDENR
Land Quality Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Dear Linda
FEB 0 7 �zuqu�
The additional information requested is attached and listed below:
Coe 1pl `� � �e � `-, >W- �
I. Wayne See Property ��
5 a. Drainage map showing the Elks Lodge included. 9 �p�
ti b. Information that will be included in Nlr. Wayne See's restrictive covenants. `tj �X rs f 3C7t
2. Storage Ideas, LLC
a. Deed
b. Revised narrative with the information about the existing building that will remain as is.
3. GATCO 11, LLC
a. Letter authorizing him to sign for GATCO 11, LLC
b. *Deed - Alden is closing this week and I will send you the new deeds as soon as possible.
If you have any additional questions or comments, please do not hesitate to contact me.
Sincerely,
Brad McMannen
R W,iz � 2/r 5 o 5
0i-a 117

February 3,2005
Ms. Linda Lewis FEB 0 7 NU
NCDENR jitl d v,
Land Quality Section
127 Cardinal Drive Ext. BY'
Wilmington, NC 28405
Dear Linda
The additional information requested is attached and listed below:
1. Wayne See Property
a. Drainage map showing the Elks Lodge included.
b. Information that will be included in Mr. Wayne See's restrictive covenants.
2. Storage Ideas, LLC
a. Deed
b. Revised narrative with the infomtation about the existing building that will remain as is.
3. GATCO 11, LLC
a. Letter authorizing him to sign for GATCO 11, LLC
b. *Deed -Alden is closing this week and 1 will send you the new deeds as soon as possible.
If you have any additional questions or comments, please do not hesitate to contact me.
Sincerely,
Brad McMannen

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MapQuest Maps
Page 1 of 1
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[127-136) Pond Ln
Morehead City NC
28557 US
Notes:
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Page I of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
*Corporations Home
•Important Notice
*Corporate Forms/Fees
*Corporations FAQ
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•For New Corporation
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•Start An Order
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Contact Us
•Corporations Division
•Secretary of State's web site
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 2/3/2005
Click here to:
View Document Filings I
7flPrint apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC See Construction, Inc. Legal
Business Corporation Information
SOSID:
0730611
FID:
Status:
Current -Active
Date Formed:
6/16/2004
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
r y 0 71 Q/D/(y�
See, Richard Wayne, Jr.
201 Gloria Dawn Rd.
Morehead City NC 28557
PO Box 1892
Morehead City NC 28557
No Address
No Address
Stock
Class Shares No Par Value Par Value
Common 100000 Yes N/A
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PItemId=6481603 2/3/2005

SOSID: 730611
Date Filed: 6/16/2004 1:29:00 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C200416300069
Department of the Secretary of State
ARTICLES OF INCORPORATION
Pursuant to Section 55-2-02 of the General Statutes of North Carolina, the undersigned does
hereby submit these Articles of Incorporation for the purpose of forming a business corporation.
1. The name of the corporation is: See Construction, Inc.
2. The number of shares the corporation is authorized to issue is: 100,000
These shares shall be:
a X all of one class, designated as common stock
b. divided into classes or series within a class as provided in the attached
schedule, with the information required by NCGS Section 55-6-01.
3. The street address and county of the initial registered office of the corporation is:
201 Gloria Dawn Road
Morehead City, NC 28557
Carteret County
a. The marling address if different from the street address of the initial registered office is:
P.O. Box 1892 Morehead City NC 28557
5. The name and address of the initial registered agent is: Richard WMe See, Jr.
201 Gloria Dawn Road. Morehead City NC 28557
6. Other provisions:
Personal liability of Directors for monetary damages for breach of duty shall be limited or
eliminated to the full extent allowed Mader North Carolina law. Individuals made parties to
any proceeding because he or she is or was a director will be indemnified for any liability
arising or expenses incurred as a result of such proceeding to the Sill extent allowed under
North Carolina law.
7. The name and address of each incorporator is as follows:
Richard Wayne See, Jr.
P.O. Box 1892
Morehead City, NC 28557
Margaret A. Gamer
P.O. Box 868
Morehead City, NC 28557

8. The name and address of each of the interim directors is as follows:
Richard Wayne See, Jr.
P.O. Box 1892
Morehead City, NC 28557
9. These articles will be effective upon fling.
This the P, day of June 2004.
See Construction, Inc.
MaTgardfAL Garner, Incorporator
NOTES: Filing fee is $125.00. This document and one exact or conformed copy of these
articles rust be filed with the Secretary of State. (Revised October 1991)
CORPORATIONS DIVISION 300 Salisbury Street, Raleigh, NC 27609-5909

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, INC 28557 I n
[phone]�e'(��
TO
RE
►Au 2 5 2005
DWQ b�lI
nua #
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
dC�44C�G3 OCR 4 ^ I�7�[�.1�44Lad
DATE
JOB NO.
A EN110N _ LPM 11S
RE
nt
kou,
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
► bn5 s _ Q
r
V a Jh yr CAcuAa�pn3
I
nib" P 1
0
0
\/l Cl ,
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
REMARKS
GU , I - -U
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
/f enclosures are not as noted, kindly notify us at once.

NCDENR / y l c I o�
North Carolina Department or Environment and Natural Resources / '
127 Cardinal Drive Extension, Wilmington. INC 28405 [phone] FAX [phone] /y��•D /rC(7 -'
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX to Cameron Weaver along with a narrative and vicinity map of the project loc ' n
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangemen ar/em eiT
APPLICANT Name Richard Wayne See
Company Wayne's Construction Co. --
Address P.O. BOX 1076 City/State Morehead City, INC Zip 2e557 County Carteret
Dhnnc 252-726-5961 FAY Finail
PROJECT Name Wayne See Property
ENGINEER/CONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address 151-A HWY 24 City/State MOREHEAD CITY, NC Zip 28557 County CARTERET
Phone [phone] Fax [phone] Email rcullipher@stroudengincor corn
❑ STREAM ORIGINATION CERTIFICATION
❑✓ STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
---• ------------------------------ - ------ --------...... ---- ......
_
✓❑ LAND QUALITY 7 Erosion and Sedimentation Control Plan with 27.90 acres to be disturbed.
------ ------------ ------------- ------- ------ ------- ------ ------ -------------------- - --
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) []Wetlands Delineated/No JD
❑ Greater than 0,1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
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.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LOS $
401 $
Total Fee Amount $

Narrative
Stormwater Management Plan
Wayne See Property
January 6, 2005
Owner:
R. Wayne See
Morehead City, NC 285570
[phone]
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
Wayne See Property is a planned commercial subdivision, located in Carteret County. The project
consists of 30 commercial lots on 37.72 acres.
The site presently drains to the north into The Narrows (Newport River), which is classified as
"SC" waters. The project is being proposed as high density with impervious surfaces totaling 62% of
the tract (see plans for allotments). The project is proposing curb outlets and drainage ditches for the
treatment of stormwater.
The project will be constructed in two phases. The right of ways within each phase will limit
initial construction to one hundred feet. Once the utilities and roads are constructed and this area
stabilized, the lots will then be disturbed on a lot by lot basis by others. The proposed land disturbance
will not occur at one time. Prior to initiating a subsequent phase, the previous phase shall be
stabilized.
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 within a certain area will be protected as soon as that activity is
complete.
I. 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 is controlled.
2. Seeding — All disturbed areas will be seeded within 14 days following construction in accordance
with the seeding schedule shown on the plans.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce transport of
sediment off site.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to
trap sediment and prevent from the sediment moving off site.
Maintenance Plan
All erosion and sediment control measures shall be checked for stability and effective operations
following every runoff producing rainfall event or at least once per week. Repairs required shall
be completed immediately to the dimension and functions indicated on the plans.
Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet deep at the
fence. The fence shall be replaced or repaired as necessary to maintain a barrier.
File: pm816-I0lnavntive.dm

All seeded areas shall be fertilized, seeded and mulched within 15 days of disturbance. Disturbed
areas shall be fertilized, reseeded and mulched as necessary according to the Contract documents
to establish and maintain a dense vegetative cover.
Construction Sequence
1. Clear and grub areas within right of way, drainage and utility easements as shown with land
disturbance limits line.
2. Install stone construction entrance. -
3. Install silt fencing where specified on plans within area of construction.
4. Construct drainage ditches and temporary'sediment'traps, where specified. Install Excelsior
erosion control blanket within all swales. Seed constructed drainage swales within 14 days of land
disturbance.
5. Construct pond.
6. Rough grade area within right-of-way
7. Install utilities.
8. Pine grade street areas and seed areas to remain outside of paved area.
9. Install curb and gutter, drainage features and place CABC.
10. Pave streets.
11. Perform final seeding and mulching.
12. Remove temporary sediment traps within drainage area once all lots within said drainage area
have been developed and drainage swales are stabilized are stabilized.
13. Remove accumulated sediment from stormwater pond upon completion of project.
C. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for the design.
D. Coastal Stormwater Regulations
The NorthCarolina Division of Environmental Management implemented coastal stormwater
regulations in coastal counties on January 1, 1988. These regulations are detailed in 15 NCAC
21-1.1000 Stormwater Management. These rules allow for a development to be considered under
various options. This project is submitted for approval consideration under Section .1003(d)(1) low
density development.
,IIIIpt111////••• '
', 0 ....... VA C .,. Cv)G ilfa
oF[Sg�p �4L Ronald D. Cullipher, P. ate
aP y •. v .
_ 73343
File'. pm816-10/nanative.dc

Qom
will
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vmm& &E #*% I; 38* I*cd IL] [ems \tiG41
ViciwTY MAP - VJAYNE Sr-F-

CAPTEO.ET COUNTY
NORTH CAROLINA, CARTER , C f1N
02-01-90
The foregoing cartificate(s) II �
STATE
k (are) certBied to he Carr ct. T.ie Ins:ruma. }
s• pie•
De
�80. 00
PpOLINA G; Real Estate
3ented far glstrVrecorded in tuts ef(ice In
ffl
Book pagU
�y
Excise Tax
Thu 0e
of �0 �tock,�tA.
r. Pinera
S
Excise Tnx $80. 00
Recording Te MY�
Tax Lot No.. ... .... ................ ....... .....,.............................,....... ............. . Parcel Identlaer No. ...... 1.30150,0.11.5.,...... ,....... ........................
Verified by ...... ...... .... . .. .......... ....................... County on the ..... .,,..,,. day of ....... .19
by...... _.......... .. ........... ..../ ........._.. ........ .._......,
Stall after recording to ............. _MASON:..6..,MASON.,...PA
This Instrument was prepared by, Edith„W. Mason r Attorriey/No Title Examination'
.. ......... ...............
........................ —
Brief description fur the Index
Swinson acreage—tJewport Riv r
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this .._.28th day of ... January ....................... .............. 1a.. 9.3.._ by and behveen
GRANTOR
GRANTEE
B.F. SWINSON, (Wido'Wer)
RICHARD WAYNE SEE and wife,
SHARON A. SEE
P.O.Box 1076
Morehead City, NC 28557
Enter In appeoprlate block for each party: name, aIddresr, and, if appropriate, character of entity, c.a. corporatlon or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and amalgam, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable conalderntion paid by the Grantee, the receipt of which In hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Granted in fee simple, all that
certain lot or parcel of land situated in the City of............n/a......................................... ..Morehead.,,................... Township,
...,,,,, Ca C.. aret County, North Carolina and more particularly described am follows:
FOR LEGAL DESCRIPTION, SEE EXHIBIT aAs ATTACHED HERETO
AND INCORPORATED HEREIN BY REFERENCE.
RECEIVED
JAN 2 5 2005
D W Q
pROJ #
SppK_. PAG
0. N�B..^.;.To,.No. 3 mi19]b Reuedo 19)]-a....n ...,. e.n .1,.. ru,... .. x: c. nose' � �nt�4l�

EXHIBIT "A"
LYING AHD BEING In Morehead Township, Carteret County, North
carollna , more particulauly described as follows: Bounded on the
south by J.W.WIllis,(now. or formerly), on West by W.P.P Weeks, (now
or formerly), on north by the Newport River, and on east by W.P.
willls,(now nr formerly); BEGINNING at W.P.Wlllis' corner, known
as "Bryant Green corner", then N 30 E to Newport River, up Newport
River to W.P. Willis' corner on Newport River, then southwardly ,
with W.P.Willis' line to J.M. Willis' line, then eastwardly with
J.M. Willis' line to the corner known as "Bryant Green corner"
the point or place of BEGINNING. Containing sixty (60) acres, more
or less.
Being all of that property conveyed to the Grantor and.his
wife, Ruby L. Swlnson by Deed recorded In Deed Book 103, Page 536,
Carteret county Registry.
There is conveyed herewith all riparian and littoral rights
appurtenant to the subject property.
I
BOOK 7�d 7-- PAGrc
1
1�
r
•.
Ju
S
yrr
•I

The property hereinabove described was acquired by Grantor by instrument recorded in ................................
.... ..... I _- ... ...Deed...Book... 103,....Page.... 53.6.................. ..... .........................
......._......................,.................,.........
A mop showing the above described property is recorded in Plat Hook .................................... page.....,...................
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of ail encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the fallowing exceptions:
All rights -of -way, restrictions and easements of record in Carteret' County,
1993 ad valorem taxes, and rights of the public in and to any portion of the
property lying below the ordinary highwater mark of the. Newport River.
IN wnsess wm:nnaru the Grantor has hereunto let his hand And real, or If <ornor <le. he, canard this Instrument tp be,e if ye'ris it,
r oryot.le n A by Its ems . to orlr ea vine.,, And lln e,.I to bA he.Guam .,lead br Authority of ere ftv.ra of Inraa to rr, Ins der a
Above written. L.
l 541-/Y>f1.T.L'AI.ZLU'<L-.... ... _SEAL)
fP n,po.o IS Na,ne) B . F . SWI NSON
0
_______________P...face,
ATTEST: U
................. __..(a[AL1
a
_______.>:...,, .......... , 6 e<rctiry (Correlate 9ev11 to _ __ ___ .............. (SEAL)
6 '.. __ l%
' $Or%'9iA M1"•, li' -L- NORTH CAftO1.I N.4 ____ .. - - -Cora ntY
y F p mttlfY that -
- .... Y'•. = i, Nmn.y rasa. m Gan canals .ere mnl..mre,.la,..._.....__........................
y."._._____"..._____..._"______------_--------------------------- -- snot...
onauy appeared before me ue 1, day ad .eknowled[ed the r.eau ism of In, foregoing Instrumentwhere's my
„
Dina and of!IC lvl ,te m0 or ¢.1, this .�_/._ eq of -
Ny <nmml„Inn.AVMs: ----- Nd U,Y Pubue
v` 'SEAL-6TAN P' YO aTII CAnO LIMA. --CountY•
�.r 1.. Notary Public of the County and State Afineuld, certify that . " .. - -. . - ........
Is personally rime before me this day and .cknowl.... d tha . he Is
.....---------------------- aecnGr1
of
y„___________________ - . NorN Carolina corporation, and Nat by Authority dull
v .et f the corporation, the foreroln[ instrument n. ma by It,
' a d•<n .ere ., the o w.. .Imes m u. ..............
m
r.uwr„t, ,e,lru w11h It rmvnrate as .era auesled by --- as It, ...__.__......_._........ serreb.r.
3
gonnar my hand and official u,mD or ua, WI. "...... day of ......... ........ .__....., Is._._.....
air commission A.,[ ...: ..........................................
..............:.............. Notary
ruble
Theforegoing Certirelte(s) of __ ............
..---------------- .---------------------------------------------------------
_--------------------
------- -------- .......................
..__..................
.----------- .""...............
................. ..........................
......
.
__ --------- ---------------- -- ----------------
O/... ... filled to be lo...et. This
--......................................... ..._................
In,l,om,nt .era CIA SWIfeate .re duly r[p.tIled at the date
.............................
.ere time end In the nook .era Pare .hotel
as toe
ern, P... harlot.
.....................................
"_.------------------ .------------
REGISTER OE Deena
POD."..... ............................. COUNTY
HY...................................................................
DASmrl/Aul,lmt-Ft[Lter
el asset
BOOK 20
PAGE
N.C. oar Anne Fmm Nu. ] fJc 1976. If Vmd 0 1 a]] — e.,. wm.r.. a ro. r....
e.. rn, rari..rn., u. c. 11.1

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
dIEUVR12 @I F 4 U[ NOCTUEL
[phone]
TOA/eDE-iV2
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
exonoss
e
a
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Narrative
Stormwater Management Plan
Wayne See Property
January 6, 2005
Owner:
R. Wayne See
Morehead City, NC 285570
[phone]
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
Wayne See Property is a planned commercial subdivision, located in Carteret County. The project
consists of 30 commercial lots on f37.72 acres.
The site presently drains to the, orth into The Narrows (Newport River), which is classified as
"SC" waters. The project is being proposed as high density with impervious surfaces totaling 62% of
the tract (see plans for allotments). The project is proposing curb outlets and drainage ditches for the
treatment of stormwater.
The project will be constructed in two phases. The right of ways within each phase will limit
initial construction to one hundred feet. Once the utilities and roads are constructed and this area
stabilized, the lots will then be disturbed on a lot by lot basis by others. The proposed land disturbance
will not occur at one time. Prior to initialing a subsequent phase, the previous phase shall be
stabilized.
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 within 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 is controlled.
2. Seeding — All disturbed areas will be seeded within 14 days following construction in accordance
with the seeding schedule shown on the plans.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce transport of
sediment off site.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to
trap sediment and prevent from the sediment moving off -site.
Maintenance Plan
I. All erosion and sediment control measures shall be checked for stability and effective operations
following every runoff producing rainfall event or at least once per week. Repairs required shall
be completed immediately to the dimension and functions indicated on the plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet deep at the
fence. The fence shall be replaced or repaired as necessary to maintain a barrier.
File: pm816-10/namtive.doc

3. All seeded areas shall be fertilized, seeded and mulched within 15 days of disturbance. Disturbed
areas shall be fertilized, reseeded and mulched as necessary according to the Contract documents
to establish and maintain a dense vegetative cover.
Construction Sequence
I. Clear and grub areas within right of way, drainage and utility casements as shown with land
disturbance limits line.
2. Install stone construction entrance.
3. Install silt fencing where specified on plans within area of construction.
4. Construct drainage ditches and temporary sediment traps, where specified. Install Excelsior
erosion control blanket within all swales. Seed constructed drainage swales within 14 days of land
disturbance.
5. Construct pond.
6. Rough grade area within right-of-way
7. Install utilities.
8. Fine grade street areas and seed areas to remain outside of paved area.
9. Install curb and gutter, drainage features and place CABC.
10. Pave streets.
11. Perform final seeding and mulching.
12. Remove temporary sediment traps within drainage area once all lots within said drainage area
have been developed and drainage swales are stabilized are stabilized.
13. Remove accumulated sediment from stormwater pond upon completion of project.
C. Design Assumptions
I_ Design storm is ten years.
2. The rational method was used for the design.
D. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stonmwater
regulations in coastal counties on January 1, 1988. These regulations are detailed in 15 NCAC
21-1.1000 Stormwater Management. These rules allow for a development to be considered under
various options. This project is submitted for approval consideration under Section .1003(d)Q) } am
density development. H191,1
I re) jp:,4I A _ i I�)los
Ronald D. Cullipher, P.9. Oatc
File: pm816-10/namtive.doc

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