SW8930405_Current Permit_20010924

Mr. Kenneth B. Compton, President
NCAL-Acquisition I, Inc.
8 W. Third Street, #565
Winston-Salem, NC 27101
Dear Mr. Compton:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional office
September 24, 2001
Subject: Permit No. SW8 930405
Somerset Court of Newport
High Density Stormwater Project
Carteret County
The Wilmington Regional Office received a request to transfer ownership and change the name of the facility for
the Stormwater Management Permit for Somerset Court of Newport on September 17, 2001. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations
set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 930405 dated September 24, 2001, for
the construction of Somerset Court of Newport.
This permit shall be effective from the date of issuance until September 24, 2011, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the :Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written maiiest within thirty (30) days following receipt of thus permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:1WQSISTORMWATIPERMIT1930405.SEP
cc: Town of Newport, Carteret County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone]
ink
Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 930405
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
NCAL Acquisition I, Inc.
Somerset Court of Newport
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 September 24, 2011 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from
92,000 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. The built -upon area for future development is limited to 11,000 square feet.
6. The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW8 930405
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Somerset Court of Newport
Permit Number:
SW8 930405
Location:
Carteret County
Applicant:
Mr. Kenneth B. Compton, President
Mailing Address:
NCAL-Acquisition I, Inc.
8 W. Third Street, #565
Winston-Salem, NC 27101
Application Date:
September 17, 2001
Name of Receiving Stream/Index #:
White Oak / Deep Creek / 21-11
Classification of Water Body:
"C"
If Class SA, chloride sampling results:
n/a
Pond Depth, feet:
3.5
Permanent Pool Elevation, FMSL:
10
Drainage Area, acres:
5.86
Total Impervious Surfaces, ft2:
92,000
Offsite Area entering Pond, ft2:
None, per Engineer
Required Surface Area, ft2:
9,189
Provided Surface Area, ft2:
10,400
Required Storage Volume, ft3:
8,335
Provided Storage Volume, ft3:
11,200
Temporary Storage Elevation, FMSL:
11
Controlling Orifice:
1.7511cp pipe
Kj

State Stormwater Management Systems
Permit No. SW8 930405
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
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.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
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.
7. At the time of completion of construction, a certification was received from an appropriate designer for the
type of system installed, certifying that the permitted facility had been installed in accordance with the
original Certification of Compliance, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications were noted on the Certification.
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. A modification must be permitted prior to any construction. The following items will require a modification
to the permit. The Director may determine that other revisions to the project should require a modification
to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. A copy of the approved plans and specifications shall be maintained on file by the Pennittee for a minimum
of ten years from the date of the completion of construction.
4

State Stormwater Managcment Systems
Permit No. SW8 930405
11. The permittee shall submit final site layout and grading plans for approval for any permitted future areas
shown on the approved plans, prior to construction. If the proposed BUA exceeds the pemitted amount, a
modification to the permit must be submitted and approved prior to construction.
12. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. 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.
15. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, 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.
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)
which have 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 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.
Permit issued this the 24th day of September, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/A 1/l A it IL y
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 930405
�1

1.
2.
3.
STORMWATER MAINTENANCE SYSTEM
MAINTENANCE PROCEDURES
FOR
AMERICARE OF EASTERN CAROLINA
RESPONSIBLE PARTY
A. The project will be built and maintained by:
Americare of Eastern Carolina
Hestron Executive Plaza., Suite 103
Morehead City, NC 28557
Phone: [phone]
STO,���t�
eva a 7 1993
aE. 3v NU5
DETENTION POND
A. The detention pond will be checked after every major storm event to insure
that the outlet structure is working properly and is not clogged with debris.
Remove any accumulated sediment or debris. Any signs of erosion or
deterioration of the pond side slopes or any other feature must be repaired
before the next storm event.
B . The depth of the pond will be checked every six months to determine the
depth of the permanent pool. The pond will be cleaned out when silt
deposits reduce the depth of the permanent pool below three (3) feet.
CERTIFICATION
The owner will submit to the Department of Environmental Health and Natural
Resources an Engineer's Certification that the stormwater facilities were constructed
in accordance with approved plans.
State of / mod®
County
NOTARY'S CERTIFICATION
Y 7-
I, z�k- a Notary Public in and for the State and
County aforesaid, certify that r4 eel' "mil/ - e personally appeared before
me this day and acknowledged the due execution of thi foregoing instrument.
WITNESS my hand and notarial seal, this the a day l ,1993.
Notary Public
My Co n iission Expires:
RECEIVED
APR 26 1993
Wilmington Regional OMOR
DEM

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
SEP ny
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
Stormwater Management Permit Number: 5017 93040 J
]. Permit Holder's name: or' —"-251i'r1 Ca-01; 2
2. Penn it's signing official's name and title: �c)be4 le /-fo plom-
(person legally responsible for permit)
Pres kl'el#_
(Title)
3. Mailing address: 30-20 M2rkel St City: New�Xy'f'
State: WC _.._Zip Code: VS10 Phone: q1q 223 ZC9CO FAX W ? 2Z3 ¢T 54
(Area Code and Number) (Area Code and Number)
II. NEW OWNER/NAME INFORMATION
2.
4
This request is for:
Lea. Change in ownership of the property/company
b. Name change of project or company.
C. Other (please explain):
New owner's name (name to be put on permit):
New owner's signing official's name and title.
-el-�ef Cur Hof ti
— AC S 7i1 C .
(Person legally responsible for
(Title) 1
Mailing address: id. s .S;_& 0 City:
I
State: AJ6_Zip Code: 27/L9 j Phone: _3360--%ZS -32&48 FAX 33&-77_V- 7&1gj
(Area Code and Number) (Area Code and Number)
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER QUALITY
UNLESS ALL OF T14E APPLICABLE ITEMS LISTED BELOW ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS:
This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The engineer's certification, if required by the permit. -CSl1 7r � 3-2D-Q
A signed Operation and Maintenance plan, if a system that requires maintenance will change ownership.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT HOLDER AND
THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN THE CURRENT PERMITTEE'S CERTIFICATION.
Current Permittee's Certification:
1, ��]I r-r to din- q q-Q� , attest that this application for a name/ownership change has been reviewed and
is accurate and complete to the best of my knowledge. I understand that if all required parts of this applicatiion are not
completed and that if all required supporting information and attachments are not included, this application package will be
returned as incomplete. , ;
Signature: lffaz—tO Date:lZO/
Applicant's Certification:
attest that this application for a name/ownership change has been reviewed and
is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: Date:
0
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTN: Linda Lewis

Permit No. 5W ? 9_3D 405
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photowpied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: SUM&-5?.f' 67C A)
Contact Person: fhledbC 60 VA o Of. of I��_Pfhne Number: (?<Z
For projects with multiple basins, specify which basin this worksheet applies to:
CvA+C'd I?.er�son '1 r II ��e.K-61 (?� -'5U -% 24 I ®oo # I 02-
elevations
Basin Bottom Elevation 6. 5 ft. (floor of the basin)
Permanent Pool Elevation /0 ft. (elevation of the orifice)
Temporary Pool Elevation I ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area,4O0 sq. ft. (water surface area at the orifice elevation)
Drainage Area 8 ac. 7. (on -site and off -site drainage to the basin)
Impervious Area GOO =41 (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Tempora y.Pool.Volume
Forebay Volume
Other parameters
SA/DAI
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
Form SWU-102 Rev 3.99
cu. ft. (combined volume of main basin and forebay)
l]a ZOO cu. ft. (volume detained above the permanent -pool) .
cu. ft. (approximately 20% of total volume)
3, co % (surface area to drainage area ratio from DWQ table)
in. (2 to 5 day temporary pool draw -down required)
=�- in.
90 % (minimum 85% required)
Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to pr ovide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
qA
PA
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.
fJJA h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
.✓ i. Vegetative cover above the permanent pool elevation is specified.
t✓ j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
✓ 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
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) Q does �`Aoes not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Pqoes not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _ feet in the forebay, the sediment shall bi.� removed.
BASINDIAGRAM
(rill is the blanks)
Pennanent Pool Elevation 10
Sediment val El. �. V2%
--------- ---- Sediment Removal Elevation
Bottom Ele ation N ---------- ----------------------��-rr--
Bottom Elevation CD.7
FORFBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: b.,"P Y1 {l (—
Title:
Address: e 1.1).
Phone: '33L0/ 7 Z Jam -
Signature: /
�w
r
-55�00. UC, 2-7i()l
U
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
�!I! Ct.e.-s , a Notary Public for the State of QOY--H CA'n L"'
County of�,r� `j , do hereby certify that -L-I�h�1�_
personally appeared before me this -7+�' day of !Lwtp-4n�' , Z� t , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
1JtsL cr
�eaooapO �6�,
COU��
enia&
SEAL
My commission expires gz(, /0 S
Form SWU-102 Rev 3.99 Page 4 of 4