SW8041113_HISTORICAL FILE_20041203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
I
PERMIT NO. SW ay�o
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 permit#
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
Stephen E. Matthews & Bell Cove, LLC
Bell Cove Multi -Family
Coast Guard Road & NC 58, Emerald Isle, Carteret County
FOR THE
construction, operation and maintenance of two underground infiltration trenches 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 December 3, 2014, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater controls
identified as 1 and 2 on the plans have been designed to handle the runoff from
28,954 ft2 and 23,315 ft2, respectively, of impervious area. Each trench must be
operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, 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 appropriate permitted stormwater control system, per the
approved plans and calculations.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 permit#
6. The following design criteria have been provided in the infiltration trenches and must
be maintained at design condition:
Trench 1
Trench 2
a.
Drainage Area, acres:
1.1
.81
Onsite, ft2:
2::
47,786
35,379
Offsite, ft
0
0
b.
Total Impervious Surfaces, ft2:
28,954
23,315
C.
Design Storm, inches:
1.5
1.5
d.
Trench Dimensions, L x W x H, ft:
80 x 45 x 3
80 x 36 x 3
e.
Perforated Pipe Diameter/Length:
36" O / 5 runs @80'
36"0/4 runs @80'
f.
Bottom Elevation, FMSL:
12
12
g.
Bypass Weir Elevation, FMSL:
15
15
h.
Permitted Storage Volume, ft3:
6,016
4,813
i.
Type of Soil:
Fripp. Pactolus, & Corolla
j.
Expected Infiltration Rate, in/hr:
5
5
k.
Seasonal High Water Table, FMSL:
10
10
I.
Time to Draw Down, hours:
3
3
M.
Receiving Stream/River Basin:
Bogue Sound / White Oak
n.
Stream Index Number:
WOK03 20-36-(0.5)
o.
Classification of Water Body:
"SA"
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. MowinQ 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 bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 permit#
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. 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.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8_permit#
lll. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event 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 3rd day of December 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., erector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

s.�t��
ARA
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). FAX to Cameron Weaver along with a vicinity map of the project location
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name STEPHEN E. MATTHEWS, MEMBER
Company BELL COVE, LLC
Address 9102 COAST GUARD ROAD City EMERALD ISLE Zip 28594 County CARTERET
Phone [phone] Fax [phone] Email
PROJECT Name BELL COVE
ENGINEER/CONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address 151-A HWY 24 City MOREHEAD CITY Zip 28557 County CARTERET
Phone [phone] Fax [phone] Email [e-mail]
Brief Description of Proje4HE PROPOSED BELL COVE PROJECT IS LOCATED IN EMERALD ISLE OFF OF HWY 58
AND IS BEING PROPOSED AS A HIGH DENSITY PROJECT, WITH UNDERGROUND INFILTRATION AS MEANS TO
TREAT THE STORMWATER. THE TRACT IS 5.016 AC WITH APPROX. 3 AC OF DISTURBANCE.
❑ STREAM ORIGINATION CERTIFICATION
✓❑ STORMWA TER ❑ 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
✓0 LAND QUALITY ❑✓ Erosion and Sedimentation Control Plan
❑ 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
$
LQS
$
401
$
Total Fee Amount $

4.-
NC©ENR
€�crm Caroiinz DeDa amen, of=nvironmen ant Na u,a! Resources
Cardina: Dih,e Extension, Wiimingm;n, €�'C 26405 [phone] FAX [phone]u4,
Request for Express Permit Review
F IL L-IN all information below and CHECK required Permit's). FAX to Cameron lNeaver along with a vicinity map of the project location.
Pro!ects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are shade.
APPLICANT Name S T cPHEN E. ViA T T HEWS, I0EM,3EF
Comoanv SELL- COVE, L LC
Address 9102 COAST GUARD ROAD CI ,' EI,riERALD IS! lip 28594 CpOnt�, CARRTERET
Phone [phone] Pax 252-354-3870 mail
PROJECT Name BELL COVE
ENGINEER/CONSULTANT RONALD D. CULLIPHER. PE
Company STROUD ENGINEERING, P.A.
Address_
151-A HWY 24
Phone [phone]
City MOREHEAD CITY Zip 28557 County CARTERET
FaX [phone] =majl rculli?[e-mail]
Brief Description Of ProjetrHE PROPOSED BELL COVE PROJECT IS LOCATED IN EMERALD ISLE OFF OF HWY 58
AND IS BEING PROPOSED AS A HIGH DENSITY PROJECT, WITH UNDERGROUND INFILTRATION AS MEANS TO
TREAT THE STORMWATER. THE TRACT IS 5.016 AC WITH APPROX. 3 AC OF DISTURBANCE.
1 1 STREAM ORIGINATION CERTIFICATION
STORMWA TER 1 Low Density 11 High Density -Detention Pond ❑ High Density -Other
I Low =dens€iv-Curbs & Gutter I✓� High Density-lnfiltration 11 Off Site
I !COASTAL 1 Excavation & Fi€I 11 aridoes & Culverts 11 1 Structures Information
MANAGEMENT ! I Upland Development 17 Marina Development ❑ Urban Waterfront
1 ✓ I LAND QUALITY I►!I Erosion and Sedimentation Control Plan
WETLANDS (401) ❑ No Wetlands on Site (letter from COE1 i —I Wetlands Delineated/No JD
JJ Greater than 0.1 AC Wetlands Impacted Ly Jurisdictional Determination has been done
I j Less than 0. i AC Wetlands Impacted n 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.
�or DE N� use only
S U B M 17 AL +D", i ES:
Jar`, � (_ � �✓!w� fee Spilt for mtlliiplE Dein'iits:
CAMA V
LOS S
A c
Total Fee hmeuni S

C C-
G 'Ar
A,:N' D
Jz�
v
r
(711
"Tv
-I- L
%
HWY 24'i��
LmtinE�'
F
W
rjayliffs-orl
UE?�
Area
HVVY 58
—oil
piuir,
4
Ball
SITE EMERALD ISLE
IL
v
mt Ya. mouth. ME 04096 Sourct. Da -,a: USG� 1: O-b Datum; NVGSS:
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A r
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). FAX to Cameron Weaver along with a vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name STEPHEN E. MATTHEWS, MEMBER
Company BELL COVE, LLC
Address 9102 COAST GUARD ROAD City EMERALD ISLE Zip 28594 County CARTERET
Phone [phone] Fax [phone] Email
PROJECT Name BELLCOVE
ENGINEER/CONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address
151-A H WY 24
252-247-7479
City MOREHEAD CITY Zip 28557 County CARTERET
252-247-4098 Email [e-mail]
Brief Description of Proje4HE PROPOSED BELL COVE PROJECT IS LOCATED IN EMERALD ISLE OFF OF HWY 58
AND IS BEING PROPOSED AS A HIGH DENSITY PROJECT, WITH UNDERGROUND INFILTRATION AS MEANS TO
TREAT THE STORMWATER. THE TRACT IS 5.016 AC WITH APPROX. 3 AC OF DISTURBANCE.
❑ 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 0 Erosion and Sedimentation Control Plan
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
❑ 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
$
LQS
$
401
$
Total Fee Amount $

k,
Entity Names
Page 1 of 1
a
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRE7"ARY O STATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 11 /18/2004
Click here to:
View Document Filings I
Print a pre -populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC Bell Cove, LLC Legal
Limited Liability Company Information
SOS I D:
0657641
Status:
Current -Active
Date Formed:
12131 /2002
Citizenship:
Domestic
State of Inc.:
NC
Duration:
12/31 /2032
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Matthews, Stephen E
9102 Coast Guard Road
Emerald Isle NC 28594
9102 Coast Guard Road
Emerald Isle NC 28594
9102 Coast Guard Road
Emerald Isle NC 28594
Principal Mailing Address: No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms.
http://www.secretary.state.nc.us/Corporations/soskb/Corp.asp?5599010
11/18/2004

22 361 5043
STATE OF NORTH CAROLINA
CARTERET COUNTY
SOSI D: 657641
Date Filed: 12/31/2002 9:08:00 AM
Elaine F. Marshall
North Carolina Secretary of State
ARTICLES OF ORGANIZATION OF
BELL COVE, LLC, A LIMITED LIABILITY
COMPANY (N.C.G.S. 57C-1-20, et. seq.)
The undersigned organizer in order to form a limited .liability
company pursuant to Chapter 57C of the North Carolina General
Statutes entitled "North Carolina Limited Liability Company Act",
hereby submits the following information in accordance with
N.C.G.S. 57C-2-21:
LLC.
ARTICLE I
The name of the Limited Liability Company shall be Bell Cove,
ARTICLE II
The latest date on which the Limited Liability Company is to
dissolve is December 31, 2032.
ARTICLE III
The name and address of the organizer is as follows:
Name of organizer
Stephen E. Matthews
ARTICLE IV
Address
424 Peletier Loop Road
Swansboro, NC 28584
The mailing address of the Company's initial registered office
is 9102 Coast Guard Road, Emerald Isle, Carteret County, North
Carolina 28594. The name of the Company's initial registered agent
at said address is Stephen E. Matthews.

ARTICLE V
Except as provided in N.C.G.S. 57C-3-20 (A), the members of
the Limited Liability Company shall not be managers by virtue of
their status as members alone.
IN TESTIMONY WHEREOF, the organizer has hereunto set his hand
and seal on this the IQ day of December, 2002.
Step en E. Matthews - Organizer
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
s
I, !)') Cr, a Notary Public for the County and
State aforesaid cer-tfy that Stephen E. Matthews, personally
appeared before me this day and acknowledged the execution of the
foregoing instrument.
Witness my hand and official stamp or seal, this - day
of December, 2002. 1-.
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
2
+�`N,�Mp�iassia�f.r�`��G:
i JULY-
25 -
-
:a 2007 •

LIMITED LIABILITY COMPANY (LLC)
ANNUAL REPORT
NAME OF LIMtTEU LVBILrrY COMPANY (LLC): DjU C M 4L
SOSID: 0657641
Date Filed: 5/2/2003 2:13:00 PM
Elaine F. Marshall
North Carolina Secretary of State
2003 076 00238
STATE OF REGISTRATION: NQ FISCAL YEAR ENDING: 1201aW2
MONTHIDAYIYEAR
A SECRETARY OF STATE LLC. ID OW641 FMERAL EMMER ID NUMBER FO R,
611
9G 71
If this is the first annual report llling,YOLI MUST COMPLETE THE ENTIRE FORM. If your � d
LLC's Information has not changed since the previous report, please check the boa
and complete line 7.
t. REGISTERED -AGENT & REGISTERED OFFICE STREETCOUNTY. Must be a North Carolina addressl
Matthews, Stephen E Name
--- — 9102-Coest-Guard-Road--—
Emerald Isla, NC 28594 Street
County: Carteret City NC, ZiD County
2 REGISTERED OFFICE MAILING ADDRESS IF OtFFERENT FRAM THE STREET ADDRESS:
9102 Coast Guard Road Street
Emerald tale, NC 28594
City INC, ZIP
3, IF THE WGISTERED AGENT CtiN+K,'E]], THE NEW AGENT MUST SItaN
SIGNATURE_ CONSTITUTES CONSENT TO TK APPORTMENT
State . Zip
Telephone Number, including area code 2- tZ S `% - X? 7 Z
S BR>EFLY DECRIBE THE NATURE OF RUSPA ~S:
tor►!"�ERG�AL �R�S/DEJuT,��- ��mt�cotJFi� r
6. ENTF3t NAME. TITIE. AND BUSINESS ADDRESS OF I4W0rER(S RM OR IF THE LLC HAS WVER WAD MEMM-M. US
ORGANIZERS: (ATTACH ADDITIONAL PAGES IF NECESSARY) '
7. CERTIFICA AjN/!l JAL REPORT UST BE COMPLETED BY ALL LIMITED UABEITY COMPAMM.
FOR SIGNED BY A VANAGERNElIIsfit DATE
100
TYPE OR PRINT NAME TM.E —
ANNUAL REPORT FEE: SM.00 MAIL TO: Secretary & State • Corporations Dlvtston • Post Office F3oa 29525 • Raleigh, NG 27626ZS25
ILlI lCll[I !ll II[Illlll I l� I ICI ��i� [ �! �I�I�I� �IIlI �f�

_ STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
TO CI�CN R _
t2I Ca.rcb Yla I c`t'
VU� LYWI`v -6?1
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via _
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
DATE ` LJ,
�
JOB No.
ATTENTION �^ 1 � �D� � �Q
+ �' L� �/ L� V �J
RE:
�S'�"CYYV1l�7G�-�I/
�VDS}D '�yp
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
44s s:n -tt"' 25111% 6
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: - /�� Aw-'e'.
If enclosures are not as noted, kindly notify us at o e_

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151-A Hwy. 24
MOREHEAD CITY, NC 28557
p� ' -�, (2552) 247-7479
�V.W
TO _C-f�4rQ" VvGC�-
�2�Ccc.vcU
f
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
DATE /IJt O
ATTENTION L ` i `
ri
RE:
1 u
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Z
A W► ns
Or i `irka -- 1AUgn I Sw U o Z
rk `
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit
❑ Submit
❑ Return
—copies for approval
copies for distribution
corrected prints
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at on

APOWA
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). FAX to Cameron Weaver along with a vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name
Company
Address_
Phone [phone]
STEPHEN E. MATTHEWS, MEMBER
BELL COVE, LLC
9102 COAST GUARD ROAD
PROJECT Name BELL COVE
City EMERALD ISLE Zip 28594 County CARTERET
252-354-3870 Email
ENGINEERICONSULTANT RONALD D. CULLIPHER, PE
Company STROUD ENGINEERING, P.A.
Address 151-A HWY 24 City MOREHEAD CITY Zip 28557 County CARTERET
Phone [phone] Fax [phone] Email [e-mail]
Brief Description of Projec+HE PROPOSED BELL COVE PROJECT IS LOCATED IN EMERALD ISLE OFF OF HWY 58
AND IS BEING PROPOSED AS A HIGH DENSITY PROJECT, WITH UNDERGROUND INFILTRATION AS MEANS TO
TREAT THE STORMWATER. THE TRACT IS 5.016 AC WITH APPROX. 3 AC OF DISTURBANCE.
❑ 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 ❑✓ Erosion and Sedimentation Control Plan
❑ 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:
SW
CAMA
LOS _
401
Fee Split for multiple permits:
$
Total Fee Amount $

27%-1

i
• =1
Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
BELL COVE
November 8, 2004
Owner:
Bell Cove, LLC
9102 Coast Guard Road
Emerald Isle, NC 28594
[phone]
Engineer: RECEIVED
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557 NOV 17 2004
DWQ
A. Description of Project PROJ # SW 04-i1 { 7j
1. Type of Development
Bell Cove is being proposed as a multi -family condominium project with the
required parking, a club house and pool and is located within the Town of Emerald
Isle's planning jurisdiction. The development is being divided into two phases as
indicated on the plans.
2. Earth Disturbing Activities
a. Demolition, excavation and grading for the installation of drainage and utility
improvements.
b. Grading for the construction of proposed buildings and parking, including
bulkheads.
3. Drainage
The property is located on the north side of Coast Guard Road at the corner of
Highway 58 (Emerald Drive) and Coast Guard Road. The site drains to Bogue Sound
which is classified as ORW. The project is not affected by the 575' AEC line
associated with draining to an ORW waterbody, therefore we are proposing an
underground infiltration stonnwater treatment system that has been sized for a 2"
rainfall, per the requirements of the Town of Emerald Isle. The excess volume over
2" will be treated at the outlets by fifty foot vegetative filters with flow spreaders.
File: F:PUBLIC/MASTER/DRAWINGS18851885-3/NARRATIVE.DOC

i
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. Fencing will also be placed around all drop inlets as
shown on the drawings.
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
the transport of sediment off site.
4. Riprap outlet protection — Riprap to be installed at locations shown on plans to
reduce energy at high velocity areas.
5. 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 in
concentrated areas. During the construction phase there will be additional
sediment storage around each drop inlet and protected with silt fence.
Maintenance Plan
1. 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.
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.
4. Sediment shall be removed from the sediment traps when the capacity has been
reduced by fifty (50) percent.
C. Construction Schedule (One phase only)
1. Obtain plan and approval and other applicable permits.
2. Initiate demolition, clearing and grubbing operations in applicable areas.
3. Install temporary gravel construction entrance.
4. Complete clearing, grubbing & demolition operations.
5. Install silt fencing at locations shown.
b. Construct bulkheads.
File: F:PUBLIC/MASTER/DRAWINGS/885/885-3/NARRATNE.DOC

7. Construct all temporary sediment traps as indicated on the plans
8. Rough grade site.
9. Install stormwater collection system with erosion control measures specified for
inlets, including the infiltration system.
10. Construct buildings and install gutters as specified on plan.
11. Construct parking lot, drives and sidewalks.
12. Remove any accumulated sediment form the stormwater treatment collection
system.
13. After site is stabilized, remove remaining temporary measures and install
permanent vegetation on disturbed areas within fourteen days of land disturbance.
14. Prior to initiating Phase 2, Phase I shall be stabilized.
D. Design Assumptions
1. Design storm is ten years.
2. The rational method was used for the design.
E. Infiltration Basin and Trench Operation and Maintenance
1. After every runoff producing rainfall event and at least monthly inspect the
bypass/overflow structure for blockage and deterioration and the infiltration system for
erosion, trash accumulation, grass cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative
cover, mow vegetative cover to maintain a maximum height of six inches, and remove
trash and blockages as needed to maintain system performance.
3. Remove accumulated sediment annually or when depth is reduced to 75% of the
original design depth. Restore depth to original design depth without over -excavating.
Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed.
4. The water level in any monitoring wells will be recorded after a 1 inch rainfall event
and at least once a month. Chronic high water table elevations (within I foot of the
bottom of the system for a period of three months) shall be reported to DWQ
immediately.
5. If DWQ determines that the system is failing, the system will immediately be repaired
or replaced to original design specifications. If the system cannot be repaired to perform
its design function, other stormwater control devices as allowed by NCAC 2H .1000 must
be designed, approved and constructed.
6. Remove accumulated sediment from the infiltration system annually or when depth
in the unit is reduced to 75% of the original design depth. The system shall be
restored to the original design depth without overexcavating. Over -excavating may
cause the required water table separation to be reduced and may compromise the
ability of the system to perform as designed. Removed sediment shall be disposed of
in an appropriate manner and shall not be handled in a manner that will adversely
impact water quality (i.e. stockpiling near a stormwater treatment device or stream,
etc.).
File: F:PUBLIC/MASTER/DRAWINGS/885/885-3/NARRATIVE.DOC

--i..
A benchmark shall be established in the infiltration system. The benchmark will
document the original design depth so that accurate sediment accumulation readings
can be taken. The measuring device used to determine the depth at the benchmark
shall be such that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the depth at the benchmark reads 3.50', the accumulated sediment shall
be removed from the system.
F. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal
stormwater regulations in coastal counties on January 1, 1988. These regulations are
detailed in 15 NCAC 2H.1000 Stormwater Management. These rules allow for a
development to be considered under various options. This project is submitted for
approval consideration under Section .1008(d).
IIIIto Ito"
0
kACApo
SS/ nA-
Q,0
SEAS Ronald D. Cullipher, P.E. Date
• 1334' Y 3
Fife: F:PUBLIC/MASTER/DRAWINGS/885/885-3/NARRATIVE.DOC

t- l I e_.- b V I l;0 Vim.
8SS-:�?
9e J&d
Tom.
DATE
June 26, 2004
At CIAW AX 2522
'Wd miny&n, ✓roWA %wk'na 28402
�""RECEIVED
NOV 17 2004
DWQ
PROD # � � /-3
Y.,;& fA
� %, 96A
3805 %4 w� jAwnw
SUBJECT: Land & soils evaluation of the northern portion of the Bell Cove Tract (--5 acres) to
determine usability with infiltration stormwater treatment usage. Tract located NW
of NC Hwy 58 & Coast Guard Road intersection, Emerald Isle Beach west area,
White Oak Township, Carteret County, North Carolina.
TO: Bell Cove LLC and Mr. Ronnie Watson (owner)
c/o Mr. Ron Cullipher, PE (agent)
Stroud Engineering Company, PA
151-A NC Hwy 24 W, Hestron Plaza.11-A
Morehead City, NC 28557
[phone] [o]
The land & soils within the northern portion of the Bell Cove Tract (--5 acres) were evaluated to
determine potential suitability for on -site stormwater treatment usage. NCDENR-DWQ
"Stormwater Management" rules and regulations (NCAC 15-2H-.1000) were used as guidelines
in making this evaluation. The proposed areas for stormwater infiltration usage were evaluated
in particular.
The proposed project is greater than 1 acre in size, has >25% impervious surfaces, and drains to
Class O.R.W. - S-A. Waters within Bogue Sound. If a project drains directly to Class S.A. Waters
or their unclassified tributaries, stormwater must be treated by infiltration basins or an equivalent
alternative method. This tract appears to drain to S.A. Classified Waters. Thus on this tract,
stormwater would be managed through infiltration treatment systems or their equivalents.
The tract is situated on typical ridge -slough beach dune topography, with excessively well drained
sandy ridges at --15 - 28 ft elevations, and poorly drained sandy sloughs at --8 - 11 ft elevations.
The portions evaluated crossed the extremes of this topography. Portions of the sloughs have
been historically filled through USACOE.
Principle soil and site requirements for an infiltration system are: --the infiltration system's bottom
must be 2 ft or greater from the seasonal high water table; --must be capable of complete draw -
down within 5 days; ---the soil's hydraulic conductivity must be >0.52 inlhr; —recent fill material
is not usable; —historic fill materials (<1977) can be used if it meets the minimum site criteria
stated above. The enclosed land & soils map shows the various land/soil types found (see soils
map). The following are brief descriptions of these land & soil types for stormwater infiltration
usage:
The "Green" Areas (see soils map) are excessively well to well drained, sandy natural soils that
are +10 ft thick. These soils have an estimated seasonal high static water table +48 to 120 inches
from the present surface based upon soil wetness indicators, which should coincide with the -r9 -
Page 1 of

10 ft elevation levels. Estimated permeability is +10 -20 in/hr to >48" depths. These soil types
should be considered as usable for infiltration stormwater systems. Pending location within the
tract, the bottom of any infiltration basin could be 2 - 14 ft into the present ground surface.
Recommended design application rates are 5 -10 in/hr. These areas should be capable of
accommodating typical infiltration basin, infiltration panels, or infiltration tubing with filter cloth &
rock. Soil types found are Fripp.
The "Yellow" Areas (see soils map) are well to moderately well drained, sandy natural soils that
are +10 ft thick. These soils have an estimated seasonal high static water table +24 to 48 inches
from the present surface based upon soil wetness indicators, which should coincide with the -9 -
10 ft elevation levels. Estimated permeability is +5 -15 in/hr to >48" depths. These soil types
should be considered as usable for shallow placed infiltration stormwater systems. Pending
location within the tract, the bottom of any infiltration basin could be 0 - 2 ft into the present ground
surface. Recommended design application rates are 3 - 7 in/hr. These areas should be capable
of accommodating shallow placed infiltration basin, infiltration panels, or infiltration tubing with filter
cloth & rock, with or without man-made sidewall berms. Soil types found are Fripp, Corolla, and
Pactolus.
The "Pink" Areas (see soils map) are somewhat poorly to poorly drained, sandy natural soils.
These soils have an estimated seasonal high static water table 0 - <24 inches from the present
ground surface, based upon soil wetness indicators, which should coincide with the -9 - 10 ft
elevation levels. These soils types should be considered as unsuitable for infiltration stormwater
usage due to shallow depth to seasonal high water table.
The "Dark -Gray" and "Light -Gray" Areas (see soils map) are poorly to very poorly drained, with
high organic surfaces. These areas are 404 Wetlands that are inundated to non -inundated.
These soil areas are unsuitable for infiltration stormwater usage. These soils are typically in the
lowest elevations between -7 - <10 ft contours.
The tract has very diverse topography and natural drainage classes. The "Green" and "Yellow"
areas designated on the soil map should be utilized for typical stormwater infiltration usage. In
order to maintain the 2 ft separation buffer from the system's bottom, it should be above the -12
ft elevation levels_ The present plan appears feasible for the 2 southern most infiltration systems.
The northern system appears to be in unsuitable natural soils or cut -fill sandy materials with poorly
to somewhat poorly natural drainage conditions. Careful planning and design should be exercised
to insure that adequate areas of these usable soil areas are reserved for stormwater infiltration
treatment, and relatively preserved in their natural state. NCDENR-DWQ Stormwater Section
should be contacted for their concurrence of any proposed development and stormwater
management system. Soil logs can be provided upon request.
Larry F. Baldwin, CPSSISC
ARCPACS #2183; NCLSS #1040
SOIL
I %�N '.1 - -, _�10_4_
Page 2 of 2

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LAND & SOILS MAP OF THE BELL COVE TRACT (North Portion -5 acres) FOR ON -SITE STORMWATER INFILTRATION USAGE
Emerald Isle Beach West Area - White Oak Township - Carteret County - North Carolina
Suitable soils for on -site stormwater infiltration usage. Est seasonal high static water table +48.120" or -9 - 10 ft elevation levels.
Est permeability +10-20 inthr to +48' depths. Fripp soil types.
Suitable soils for shallow or ultra -shallow stormwater Infiltration usage. Est seasonal high static water table +24-48" or -9 - 10 ft elevation levels.
u Est permeability +5-15 in/hr to +48" depths. Fripp. Corolla, and Pactolus soil types.
Unsuitable soils for stormwater infiltration usage due tc <2 ft depths to seasonal high water table soil indicators. Est permeability +4-10 in/hr.
Pactolus, Corolla, and Leon soil types.
Non -inundated 404 Wetland areas. Unsuitable for stormwater infiltration usage.
Inundated 404 Wetland areas Unsuitable for stormwater infiltration usage.
X Cut and/or Fill Areas that have been historically disturbed.
Land
Management
Group, Inc.
�r•t.
L ff�*-
PROPOSED
STORMWAT
AREAS ,
/ aG
�d
Cfi�O �
f:
go
SCALE: 1 Inch = 100 Feet
(ail soil lines paced & approx)
JUNE - 2004
I I = I - P '�—
�
Existing Rose's Path

•
BELL COVE, LLC
Name of Company
LIM= LIABILITY COMPANY DATA SKEET
Date of Organization.
State of Organization:
PrincivaWgace of Business:
�Manager -
on ie on
Oper ing Manager —
Stephen E. Matthews
asat March 28, 2003 ,
December 3�-, 2002
North Carolina
Coast Guard Road, Emerald isle, NC 28594
Operating Man ger — W . Randy Campbell
Secretary Stephen E. Matthews
Treasurer -- W Rand Campbell
Bank Accounts: Branch Banking & Trust Company
Fiscal Year: December 3.1
Annual Meeting Date: 4 th Saturday of April
Members
W. Randy Campbell
Ronnie Watson
Stephen E. Matthews
Number of Units
2,500
1,250
1,250
2
Poo/voo 0 XV3 ov of 000Z/80/ll

MINUTES OF THE ORGANIZATIONAL 11�ETING
OF THE MEMBERS OF BELL COVE.
The first meeting of the members of Bell Cove, LLC was held on March 28, 2003, in the
conference room ofRichard L. Stanley, Attorney, 7413 Emerald D ive, Emerald Isle, North Carolina,
A written waiver of notice signed by all of the members establishing such date, time and place is
attached to these Minutes.
W. Randy Campbell, Ronnie Watson and Stephen E. Matthews as ember Managers d
Richard L. Stanley as a Attorney were present. The meeting was called to order by W—.Zndy
Campbell. It was moved, seconded and unanimously carried that W. Randy Campbell act as
temporary Chairman and that Stephen E. Matthews act as temporary Secretary.
There was general discussion regarding the reasons for formation of Bell Cove, LLC. The
three members reported that they had purchased property from Paxon M. Holz in 2002 at a purchase
price of $1 million with Paxon M. Holz financing $500,000.00, W. Randy Campbell had paid
$250,000.00 and Ronnie Watson and Stephen E. Matthews had each paid $125,000.00 towards
purchase of the property, and the property was held by the three parties as follows:
W. Randy Campbell - 50 % undivided. interest
Ronnie Watson - 25% undivided interest
Stephen E. Matthews - 25% undivided interest
The members reported that they had secured approval for the re -subdivision of Tracts 1 and
2 of the commercial division on Reed Drive which they had purchased from Paxon M. Holz from
the Town of Em,eiald Isle, and that they planned to develop the property into a mixture of
commercial acid residential uses. There was a strong possibility for the sale of the commercial tract
on Coast Guard Road with the remaining property to the northwest being developed as a mixed
presidential and commercial community. Members proposed to borrow the necessary funds from
Branch Banking & Trust Company in order to pay off the $500,000.00 note and deed of trust due
Paxon M. Holz, and following discussion of the purposes and the direction in which the members
intended to take the company, the meeting then preceded to the election of managers.
Upon nominations being duly made and seconded, it was moved that W. Randy Campbell,
Ronnie Watson, and Stephen E. Matthews serve as Co -Operating Managers, that Stephen E.
Matthews serve as Secretary, and that W. Randy Campbell serve as Treasurer.
The Managers then presented the following for approval:
A copy of the filed Certificate of Formation and Articles of Organization from the
North Carolina Secretary of State;
voo/z0018 xvj 60:ot vooaf80A t

c]
2. A copy of the proposed Operating Agreement of the Company appointing all three
as Operating Managers.
Upon motion being duly made, seconded and unanimously carried, the Certificate of
Formation, Articles of Organization and the Operating Agreement were approved, ratified and
adopted by the members,
The members then approved the seal for Bell Cove, LLC as well as the Form of Certificate
representing unit ownerships of interest in the Company.
Discussion then followed regarding the issuance of units. Based upon the funds paid by the
three managers as outlined above to Paxon M. HoIz for the purchase of the property, it was resolved
that units of ownership in the Company be issued to the members as follows:
W. Randy Campbell - 2,500 shares representing his $250,000.00 contribution;
Ronnie Watson - 1,250 shares representing his initial contribution of S 125,000.00;
Stephen E. Matthews - 1,250 sbares representing his initial contribution of S125,000.00_
It was further resolved that a bank account be established with Branch Banking & Trust
Company for Bell Cove, LLC, and that any two of the three operating managers be permitted to write
checks on the banking account.
It was further resolved that the manager of the Company be authorized, empowered and
directed to take any and all other necessary steps in connection with the organization of the limited
liability company, and to deliver any and all instruments in connection with carrying out the
foregoing resolutions.
There being no further business to came before the meeting, the meeting was declared
adjourned.
2
e �-� S-
Stephen 5e%tthews, Secretary
too/coo 0 XVJ sti : at g003/80A L

STATE OF NORTH CAROLINA
=' ARTICLES OF ORGANIZATION OF
BELL COVE, LLC, A LIMITED LIABILITY
COMPANY (N.C.G.S. 57C-1-20, et. seq.)
CARTERET COUNTY
The undersigned organizer in order to form a limited liability
company pursuant to Chapter 57C of the North Carolina General
Statutes entitled "North Carolina Limited Liability Company Act",
hereby submits the following information in accordance with
N.C.G.S. 57C-2-21:
LLC.
ARTICLE I
The name of the Limited Liability Company shall be Bell Cove,
ARTICLE .11
The latest date on which the Limited Liability Company is to
dissolve is December 31, 2032.
ARTICLE III
The name and address of the organizer is as fgllows:
Name of organizer Address
Stephen E. Matthews 424 Peletier Loop Road
Swansboro, NC 28584
ARTICLE IV
The mailing address of the CompanyIs-initial registered office
is 9102 Coast Guard Road, Emerald Isle, Carteret County, North
Carolina 28594. The name of the Company's initial registered agent
at said address is Stephen E. Matthews.

ARTICLE V
Except as provided in N.C.G.S.
the Limited Liability Company shall
their status as members alone.
57C--3-20 (K)", the -members
not be managers by virtue
of
of
IN TESTIMONY WHEREOF, the organizer has hereunto set his hand
and seal -on this the day of December, 2002.
Step en E. Matthews - Organizer
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
E
I, _ 1'Y rxi?LaLcr, a Notary Public for the County and
State aforesaid certify that Stephen E. Matthews, personally
appeared before me this day and acknowledged the execution of the
foregoing instrument.
Witness my hand and official stamp or seal, this JomL day
of December, 2002.
My Commission Expires:
7 -5-lo -7
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
2
R; 25 :*=
-n 2007