20050504 Ver 1_Complete File_20050322

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Permit Class
NE\V

Permit Number
6-06

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources fD) @ 0;
and L\\
Coastal Resources Con;mission JAr~ 1 9 Z006

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for
---X- Major Development in an Area of Environnlental Concern
pursuant to NCGS I 13A-lI8

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---X- Excavation and/or filling pursuant to NCGS 113-229

Issued to Greenville Timberline, LLC, 150 East Arlington Blvd. Suite E, Greenville, NC 27858

Authorizing development in

Carteret

County at Garbacon Creek. Garbacon Drive. Merrimon

, as requested in the pernlittee's application dated 1/14/0'; (r-.lP-l ~IP-l. 8: \!P-

4), & 3/14/05 (MP-2 & MP-5), inc. attached drawings (3), sheets 6 & 7 0[7 datcd "rec. 3/14/05" , & 8 of 8 dated 11/05.

This pennit, issued on ,January 9,2006 , is subject to compliance with the application (where consistent
~. with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these temlS may
i be subject to fines, imprisonment or civil action; or may cause the pennit to be null and void.

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Upland Development

1)

Unless specifically altered herein, this pcrmit authorizes only the land disturbing activities associated
with the community boat ramp located on Garbacon Drive, including the construction of the associated
gravel road, parking lot, and turn-around area, all as expressly and specifically set forth in the pennit
applications and depicted on the attached workplan drawings. Any additional land disturbing activities
and/or construction shall require a modification of this pennit.

This pemut action may be appealed by the pcmuttee or
othcr qualified pcrsons within twenty (20) days of the issuing
date. An appcal rcquires rcsolution prior to work initiation or
continuance as thc case may be.

Signed by thc authority of the Secretary of DEl\'R and the
Chaim1an of the Coastal Rcsourccs Commission.

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(See attached sheets for Additional Conditions)

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J/ &-It/ [(1 /f/4<;:rtf I
/ --;::::: Chai'fcs S. Jones, Director
Division of Coastal Management

This pem1it shall be accessible on-site to Dcpartment
pcrsolmel when the project is inspectcd for compliance.

Any maintcnancc work or project modification not covered
hereunder requircs furthcr Division approval.

All \\fork shall cease when the permit expires on

This permit and its conditions are hereby accepted.

December 31,2009

In issuing this permit, the State of North Carolina agrees
that your projcct is consistcnt with the North Carolina Coastal
l\Ianagemcnt Program.

Signature of Pemlittee

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Greenville Timberline, LLC

Permit # 6-06
Page 2 of 4

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ADDITIONAL CONDITIONS

Boat Ramp facilitv

In order to protect juvenile shrimp and finfish populations, the construction of the boat ramp shall not be
conducted from April I through September 30 of any year without the prior approval of the Division of
Coastal Management, in consultation with the Division of Marine Fisheries.

Unless specifically altered herein, this permit authorizes only the 15 ft. x 40 ft. boat ramp, the 6 ft. x 60
ft. courtesy pier, and the 6 ft. x 35 ft. finger pier, all as expressly and specifically set forth in the permit
application and attached workplan drawings. No other structure, whether floating or stationary, shall'
become a permanent part of this boat ramp and pier facility without permit modification. No non-water
dependent uses of structures shall be conducted on, in or over public trust waters without permit
modification.

The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owner's riparian access corridor, which is detern1ined by
drawing a line parallel to the channel, or dcep water, thcn drawing a line perpendicular to the channel
line that intersects with the shore at the point where thc upland property line meets the water's cdge.

No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable I
waters at or adjaccnt to the authorized work.

The permittee shall maintain the authorized work in good condition and in conforn1ance with the tem1S
and conditions of this pennit. The pern1ittee is not relieved of this rcquirement if he abandons the
permitted activity without having it transferred to a third party.

The pem1ittcc shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwisc, on the authorized facilities. At a minimum, pennanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.

The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter watcrs of the State.

Excavation and ground disturbing activities above and below the nom1al water line shall be limited to
that absolutely necessary to establish adequate ramp slope and provide a ramp no greater in size than
specified in thc permit application and the work plan drawings.

This pem1it does not authorize the creation of any pem1anent boat slips. The addition of tie-downs,
pilings, or boat slips shall requirc modification of this permit. Contact a DCM representative at (252)
808-2808 to requcst this authorization.

Culvert Placement

II) This permit does not authorize any excavation of the man-made ditch other than that neccssary to set the
culvert.

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Greenville Timberline, LLC

Permit # 6-06
Page 3 of 4

ADDITIONAL CONDITIONS

12) Appropriate bedding material shall be placed beneath the culvert to prevent structural subsidence.

Sedimentation and Erosion Control

NOTE:

The Sedimentation and Erosion Control Plan issued for the development of the subdivision will
need to be updated to include the addition of the community boat ramp facility. The applicant
should submit the revised plan to the Department of Environment and Natural Resources, Land
Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405.

13) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion s\vales or berms, etc.).

Stormwater Management

14) The N.C. Division of Water Quality approved this project under stornnvater management rules of the
Environmental Management Commission under Stormwater Permit No. SW8040317 on 12/21/05. Any
violation of the permit approved by the DWQ shall be considered a violation of this CA1\1A pernlit.

General

15) The authorized project is located within a primary nursery area (PNA). Therefore, in accordance with
T 15A:07H.0208 of the mles of the Coastal Resourcc Commission, no new dredging or excavation
within the PNA shall be pernlitted except for that which has been approved for the construction ofthc
boat ramp. Dredging of any manner, including "kicking" with boat propellers is not authorized. This
prohibition shall be applied and enforced throughout the entire existence of the permitted stmcture.

16) No vcgetated wetlands or open water areas shall be excavated or filled outside of the area indicated on
the attached workplan drawings.

17) All fill material shall be clean and free of any pollutants except in trace quanti tics.

18) The temporary placcment or double handling of fill materials within waters or vegetated wetlands is not
authorized.

19) The pcmlittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Anny or his authorized representative, said stmcture or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.

NOTE:

This permit does not eliminate the need to obtain any additional state, federal or local pemlits,
approvals or authorizations that may be required.

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Greenville Timberline, LLC

Permit # 6-06
Page 4 of 4

ADDITIONAL CONDITIONS

NOTE:

Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that, in accordance with the
rules of the Environmental Management Commission, many non-water dependent activities are
not authorized within 50 feet of the normal water level or landward edge of any coastal wetlands.
Contact the Division of Water Quality at [phone] for this verification.

NOTE:

The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 05-0504), which was issued on 11/2/05. ,~

NOTE:

The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
197800056 (COE Action Id. No. 200500573) which was issued on 417/05. I

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Michael F. Easley, Governor

William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, PE Director
Division of Water Quality

Novcmbcr 2, 2005

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Greenville Timbcrlinc, LLC
c/o Derrick Smith
150 East Arlington Blvd., Suite E
Greenville, NC 27858

SUBJECT:

Approval of 401 Water Quality Certification
and Additional Conditions
Lot # 147l\lerrimon Bay SID
DWQ Project # 050504
Carteret County

Dear Mr. Smith:

You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity located at your property located at Lot #147 near the intersection of Garbacon Drive
and Pin Oak Court, Merrimon Bay Subdivision, Merrimon, in Carteret County. This approval allows you
to:

1. Construct a 15' X 40' boat ramp (filling 450 squarc feet of Shallow bottom habitat, Coastal and
404/40 1 wetlands);

2. Construct an 25' X 760' access road (with culvert in existing ditch) and parking area with
turnaround;

3. Construct a pier and finger pier for tcmporary dockage in conjunction with the on/offloading of
boats.

This approval is only valid for the purpose and design that you described in your CAMA Major
application reccived by the Division of Water Quality (DWQ) Wilmington regional Office (WiRO) on
March 21, 2005 and additional information reccived on October 21,2005. After reviewing your
application, we have determined that General Water Quality Certification Number 3400 covers this
activity. This Certification allows you to usc your CAMA Permit when the NC Division of Coastal
Management issues it. Please keep in mind that there may be additional Federal, Statc or Local
regulations applicablc to your project, such as (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations, NPDES and Coastal Stormwater. In addition, this
approval will expire when the accompanying CAMA Permit expires unless otherwise specified in
the General Certification.

This approval is only valid for the purposc and design that you described in your completed CAMA
Major Permit application received by the Division of Coastal Management on January 18,2005. If you
change or modify your project, you must notify the Division (DWQ) in writing and you may be required to
send us a new application for a new certification. If thc property is sold, the new owner must be given a
copy of the Certification and approval letter and is thcreby responsible for complying with all conditions. If
total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may bc
required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional conditions listed on the following
page:

North Carolina Division or Water Quality
Wilmington Regional Office

127 Cardinal Drive Extension
Wilmington, NC 28405-3845

Phone [phone]
FAX [phone]

Customer Service 1-877 ~23-67 48
Intemet: h20.enr.state.nc.us

N~, nrtehCarolina
livotI/roily

An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Page Two
Greenville Timberline, LLC
c/o Derrick Smith
Project # 050504
November 2, 2005

1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to this office and a copy to the 40 lIWetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;

2. No excavation and no spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the CAMA Major Application. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be performed so that no violations of state
water quality standards, statutes, or rules occur.

3. No impacts to the Neuse buffer is allowed, outside the proposed impacts outlined in the
application. It is the suggestion of this Office that some type of delineation to identify the Neuse
buffer is established on site to prevent unintentional impacts to the buffer zones. If any questions
arise concerning the Neuse Buffer, call this Office.

Please notify this Office at the number listed below if any problem arises during the construction of
the project that may affect water quality.

Please read General Certification # 3400. If you do not accept any of the conditions of this certification,
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-
6714. This certification and its conditions are final and binding unless you ask for a hearing.

This letter completes the review of the DWQ Permit #050504 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Edward Beck at 910-796-7215.

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Alan W. Klimek, P.E., Director
Division of Water Quality

Enclosures: GC # 3400
Certificate of Completion

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cc:

Corps of Engineers Wilmington Ficld Office - Henry:,~, WiC;rer,l\" r,',',fJ ,~\"',
WiRO- Joanne Steenhuis liS lr~ It': ~\l: p_'~
401 Oversite Unit, Raleigh - Ian McMillan Jr, "V J11 nUl u'
CAMA -Stephen Lane
CAMA - Doug Huggett
Land Managemcnt Group, Inc. - Brent Manning

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October:5,2005

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO BOX 1890
WILMINGTON NC 28402.1890

Regulatory Division

Subject: Action ID No. 200301254

Mr. Derrick Smith
Greenvillc Timberline, LLC
Suite E, East Arlington Boulevard
Greenville, North Carolina 27858

Dear Mr. Smith:

This lctter confirms your September 19,2005 telephone conversation with Mr. Mickey Sugg
of my staff, regarding your non-compliance of our December 18, 2003 issued Nationwide Permit
No. 14 permit (copy enclosed) for the construction ofthe main access into the Merrimon Bay
Development near the terminus ofSR 1321 (4-H:Camp Road), adjacent to the Neuse River, in
Merrimon Community, Carteret County, North Carolina.

Through coordination with Ms. Noelle Lutheran of North Carolina Division on,Vater
Quality, our office has learned that the culvert placement, associated with the permitted road
crossing, does not align with the existing stream channel as depicted in the submitted
November 5,2003 permit request. As stated in the permi~, the work is authorized provided that
"it is accomplished in strict accordance with the attached conditions and your submitted plans."
Your current work, as discussed in the September 19th conversation, has violated the terms and
conditions of the issued Department of the ArnlY permit.

In order to bring your authorization into compliance, you are directed to properly reinstall
the culvert following the natural alignment ofthe streambed as to not obstruct normal flows, and
I
at the proper grade elevations as instructed in the Regional Condition (2)( e) on page 21. This '
remedial action must be completed within 30 days of the receipt of this letter. Failure to comply
with these directives may result in immcdiate referral to the U.S. Attorney for appropriate action.
Please be aware that our office is currcntly evaluating your permit non-compliance for an
administrativc pcnalty.

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Thank you for your time and cooperation in resolving this matter. Questions or comments
should be addressed to Mr. Sugg at [phone].

Enclosure

Copies Furnishcd (without cnclosure):

Mr. Pete Benjamin
U.S. Fish and Wildlife Scrvice
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726

U. S. Attorney
Eastern District of North Carolina
310 New Bern Avcnue
Suite 800, Federal Building
Raleigh, North Carolina 27611

~. CyndiKaroly
ivision of Water Quality
321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27609-2260

Mr. Ronald Mikulak, Chief
U.S. Environmental Protection Agency
Wetlands Protcction Section - Region IV
61 Forsyth Street
Atlanta, Georgia 30303

Mr. Doug Huggett
Division of Coastal Management
N.C. Department of Environment
and Natural Resourccs
400 Commercc A vcnue
Morehead City, North Carolina 28557-3421

Sincerely,

Kcith A. Harris, Chief
Wilmington Regulatory Field Office

Ms. Noelle Lutheran
N.C. Department of Environment
and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

Mr. Trent James
N.C. Department of Environmcnt
and Natural Resources
Division of Land Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845

Ms. Katrina Marshall, Planning Director
Carteret County
Courthouse Square
Beaufort, North Carolina 28557

Mr. Mark Hardeman
Division of Coastal Management
N.C. Departmcnt of Environment
and Natural Resources
400 Commcrce Avenue
Morehead City, North Carolina 28557-3421

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JMillcdlwfum and ASSOCIATES
I
ENGINEERING, SURVEYING & PlANNING

I
Michael W. Baldwin, PLS

J.S. Janowski, PE

June 24, 2005

Ms. Joanne Steenuis
NCDENR, Division of Water Quality
127 Cardinal Drive Extcnsion
Wilmington, NC 28405

RE: Riparian Buffer Violations at Merrimon Bay Subdivision DWQ
Project #: 03-140

Dear Ms. Steenhuis:

I have received a copy of your letter dated April 15, 2005 regarding riparian buffer violations at
the above referencc project. I have also been informed by my project manager, Mr. Bill Atkins,
that he met on site with Ms. Nocl Luthern to discuss her concerns of the alignment of the new
storm drainage pipe located where thc road crosses thc riparian buffer.

I have made two visits to the site to observe the conditions at the crossing and I offer thc
following comments:

1. There appears to be non-diffusc flow in one area of the crossing area which is located
northeast ofthc eastern end ofthc storm drainage pipe where the road crosscs the buffer.
This non-diffuse flow is caused by the contractor connccting a logging road drainage ditch to
thc new roadside ditch, which creates concentrated flow into the riparian buffer. This area is
highlighted in green on the attached map. The areas highlighted in orange have diffuse flow
in the buffer by means of the roadside ditch daylighting out before it meets the buffer.

Proposcd Rcmedy:
a. Block off the drainage from the existing logging road ditch where it intersects with the
roadside ditch along Garbacon Drive.
b. Regrade the ditch and fill section in thc lighted green area in accordancc with the typical
street cross section. This will cause the ditch to daylight out before the riparian buffer
which will then provide diffuse flow through the buffer.
c. Remove all sediment on the upstream end of the storm drainage pipe.
d. Reseed all exposed areas.

2. I observed that the western end of the storm drainage pipe falls in the centerline of the
distinct existing stream while the eastern end of the pipe docs not line up with the apparent
low area east of the end of the pipe. This situation was caused by the entire area east of the
old logging road that ran approximately whcre Garbacon Drivc is located bcing floodcd with
2' of water at the time of our initial field survey and rcmained floodcd at thc time of

1015 Conference Drive 0 Greenville, North Carolina 27858 0 252-756-1390 0 Fax: [phone]
I

Email: [e-mail]

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Ms. Steenhuis
Page 2

construction of the crossing. My project manager instructed the grading contractor to install
the storm drainage pipe at a location that directed the east end of the pipe towards the
apparent location of the stream. Once the pipe was installed and the floodcd arca east ofthe
road crossing finally drained, it became noticeable that there was remnants of an old stream
bed that did not line up with the east end ofthe pipe. The storm pipe was, however, installed
at an elevation which provided positive drainage flow from the old stream bed to the east end
of the pipe.

Proposed Remedy:
a. Due to the nature of the apparent misalignment of the pipe due to flooded conditions and
fact that the stream bed on the east sidc of the road is far lcss detenninable than the west
side, it would be my request to leave the situation as is. No natural drainagc flows are
being obstructed and the site is stabilized. The costs to remove the pipe and realign it
would cost in excess of$lO,OOO.OO and I do not personally fell that the benefit that
relocation offers justifies the costs and restabilization of the entire crossing area.

If this proposal of correction is acceptable to you I can have the work done within 15 working
days from notification of your office. I look forward to hearing from you in regards to your
decision in this matter.

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Michael W. Baldwin

Enclosure

Cc: Derrick Smith, Timberline Land Company
Cyndi Karoly, DWQ

04/19/2005 13:12

2523554740

TIMBERLINE LAND CO

PAGE 02

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Michael F. Easley, Governor
William G. Ross Jr. Secretary
North Carolina Department of Envirol'lment and Natural Resources
,i!Jan W. Klimek) P.E.. Director
Division or Water Quality
COle',ln H. Sullins, Deputy Director
Division of Water Quality

April 15, 2005

~rn
JUN 2 7 2005

CERTIFIED MAIL: 7004 1160000446203341
RETURN RECElPT REQUESTED

Greenville Timberline. LLC
c/o Derrick Smith
150 East Arlington Blvd., Suite E
Greenville, NC 27858

DENR - WSA!~.;; "~~~WrRAllCH
WETlANDS fIND \ unl~

SUBJECT: PROJEC1I. ON HOLD FOR .
ADDITIO'I'~AL INFORMA nON
Lot #147 Merrimon Bay Subdivision
Community Boat Ramp & Pier
DWQ Pro~lect # 05-0504
Carteret Cmmty

Dear Mr. Smith:

This Office'has reviewed your pennit application and is placing yOU!: project on hold un.til we
receive the followinS additional infonnation:

1. Please provide a copy of the recorded (If applicable) deed ul)tifications of the remaining
jurisdictional wetlands and protective stJ:eamsidc buffers pn:viously required for DWQ
Project # 03140;
2. It has been observed tbat you are in non-co.mpliancc of conditil;m # 3 in the DWQ project #
031410, specifically you have not provided diffused flow throug>1 the Neusc buffl;I' area at the
permitted road crossing; .
3. Please provide detailed plan on how you arc planning to correct 1l'le problem;
4. Please provide a schedule and date on when you will have the pmject back into compliance.

Please note that by failing to respond to this Jetter could result in a NI)tice of Violation being
issued and potential enforcement action by this Office. Please respond in. wridng within three wceks of
the date ofthis letter by sending a copy of the inforrnati.on to Joanne Stecnhui:s and to Cyndi Karoly, 401
OversightJE:xpress Review Permitting Unit, 2321 Crabtree Blvd., RalcigJli, NC 27604-226, her phone
number is [phone]. Ifwe do not hear from you within three weeks, WI~ will assume that you no
longer want to pursue this project and we will consider the project as withdra'jV11. If you have any ,
questions, please feel free to call me at (910) 395~3900.

~ccrew",,---.1 .
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Joanne Stecnhu.is
Environmental Specialist III

cc: Cyndi Karoly -401 Oversight
Henry Wickcr- Corps ofEngincl;I's Wilmington
Doug Huggett - CAMA Morehead
WiRO

N. C. DivisIon or Water Ouanty 127 Cardinal Drive EOxlCnsion [phone] Customer Service
Wilmington Regional OfflCo Wilmington, NC 28405 [phone] Fax 1 aoo 623-774. One ., .

An Equo' Oppo<lvnitylAfflrm'tive Ad,,,, E:m~o,er - 50% Recydodll0r. Pas' eo""m", ",per N -Rfh Carolina

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Michael F. Easley, Governor

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek; P.E., Director
Division or Water Quality
Coleen H. Sullins. Deputy Director
Division of Water Quality

April 15, 2005

CERTIFIED MAIL: 7004 1160000446203341
RETUlli'l RECEIPT REQUESTED

Greenville Timberline, LLC
c/o Derrick Smith
150 East Arlington Blvd., Suite E
Greenville, NC 27858

SUBJECT:

PROJECT ON HOLD FOR
ADDITIONAL INFORl\IA TION
Lot #147 l\Ierrimon Bay Subdivision
Community Boat Ramp & Pier
DWQ Project # 05-0504
Carteret County

Dear Mr. Smith:

This Office has reviewed your pern1it application and is placing your project on hold until we
receive the following additional information:

1. Please provide a copy of thc recordcd (if applicable) dced notifications of the remaining
jurisdictional wetlands and protectivc streamside buffers previously requircd for DWQ
Project # 03140;
2. It has been observcd that you arc in non-compliance of condition # 3 in the DWQ projcct #
031410, specifically you have not provided diffused flow through the Neuse buffer area at the
permitted road crossing;
3. Please provide dctailed plan on how you are planning to correct the problem;
4. Please providc a schcdule and datc on when you will have thc project back into compliancc.

Please note that by failing to respond to this letter could rcsult in a Notice of Violation being
issucd and potential cnforcement action by this Office. Please respond in writing within three weeks of
the date of this letter by sending a copy ofthc information to Joannc Stcenhuis and to Cyndi Karoly, 401
Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-226, her phone
number is [phone]. Ifwe do not hear from you within three weeks, we will assume that you no
longer want to pursue this project and we will consider the project as withdrawn. If you have any
questions, please feel frce to call me at [phone].

LZ:t:~~

//,IJoannc Steenhuis
/' Environmental Specialist III

~ rnJ @ &l O\YlrnJ @

APR 2 1 2005

cc:

Cyndi Karoly -401 Oversight
Henry Wicker- Corps of Engineers Wilmington
Doug Huggett - CAMA Morehead
WiRO

DENR - WATER QUALITY
WETWlDS AND STORMWATER BRAI-ICH

N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One

Ao E,,,, Opport"i1yIAffi,m'tl" Aclloo Employ" - 50% Rocycledll 0% Post Coo,"m" P'p" >>~~~f;)} ya

I
I
I

A~A
~~;Jl.~

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary

March 18, 2005

MEMORANDUM:

@~@~aw[g @

MAR 2 2 2005 -

TO: Ms. Cyndi Karoly
Environnlental Biological Supcrvisor
Division of Water Quality

\~~~~j~SJ\T'~~~ QUALITY
vrv.lWATER BRAJJCH

FROM: Doug Huggett
Major Permits Processing Coordinator

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Greenville Timberline, LLC

Project Location: Carteret County: Adjacent Garbacon Creek within the Merrimon SID at Lot 147
east of the interscction of Garbacon Drive and Pin Oak Court, Mcrrimon, NC.

Proposed Project: The applicant proposes to install a boat ramp, access road, parking area, and pier to
serve the single-family rcsidential style community under construction.

Plcase indicate below your agcncy's position or viewpoint on the proposed project and rcturn this form by
April 08, 2005. If you have any questions regarding the proposed project, please contact Stephen Lane at
[phone]. When appropriate, in-depth commcnts with supporting data are requested.

REPL Y:

_ This agcncy has no objection to the project as proposed.

_ This agency has no comment on the proposed project.

_ This agency approves of the projcct only if the recommended changes are
incorporatcd. See attached.

_ This agency objects to the project for reasons described in the attached comments.

SIGNED

DATE

400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net

An Eqc;al OppoftL;nity \ A:firmat:ve Act:on Emp:oyer - 50~~ Recyc!ed \ 10% Post Co~s~~er Paper

Deve!opment Type

I. Private. non-commercial
development thai does not involve
Ihe filling or excavation of any
r' wetlands or open water areas:

II. Publio or commercial developmenl
Ihat does not involve the filling or
excavation of any wetlands or open
waler areas:

III. For develo;:men! that involves Ihe
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas. determine if A, 8, C. or D
:e!owapplies:

II/(A). For Private. non-commercial
development. If General water auali~1
Certific.:ltion NO.3301 (see aMached)
c;]n be applied:

111(8): For public or commercial
de"elopment. if General water auali~1
Certific.:ltion No,3301 (see aMached)
lt~ can be applied:

,I IiI(C). If General Water auali~1
'" Certjfic.:ltion No. 3301 (see ar.ached)
could be applied, but DCM staff I:;
determined that add,tional review and,
wnr.en DWa concurrence is needed
, bec.Juse of concems related to water
~ quali~1 or aquatic I,fe:

~ III (D). If Gener.J1 Water auali~1
Certific.:ltion No. 3301 (see ar..Jched)
can not be applied:

/0

1'/. For develo;:ment that involves
, the filling and/or eXc.Jva:icn or more
'. than one acre or wet!ands and/or
ocr, open water areas:
".
tJ.

$400

'r.

OCM or.
(143001601 435100093162562531

i~

\,

100~~ ($250)

100% ($.l00)

100% (S250)

100% ($400)

60% ($240)

60% (S240)

60% ($235)

'J
f
'(

owa '/0
f24300 1602 435100095 2341)

0% (SO)

0% (SO)

0% (SO)

0% (SO)

40% (S160)

4C% (S 160)

40% (S 190)

t.

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DIVISION OF COASTAL lVlANAGEMENT
FIELD INVESTIGATION REPORT

I. APPLICANT'S NAME: Greenville Timberline, LLC

2. LOCATION OF PROJECT SITE: Follow SR1321 West from Merrimon, N.C. and turn right onto
Merrimon Bay Drive into Merrimon Bay SID. Continue and turn right onto Garbacon Drive and
follow it to its intersection with Pin Oak Court. The project is due east of this intersection. The project
site is identified as Lot 147 and is adjacent to Garbacon Creek in Carteret County.

Photo Index - 2000:58-709(1ndexed by R-S,4)
State Plane Coordinates - X:2706349

1995: 58-680(Indexed by V-W,3)
Y:456017 Rover# M030418A

3 . INVESTIGATION TYPE: CAMA and Dredge and Fill

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - October 8, 200", March 4, 2005
Was Applicant Present - Yes, No

5. PROCESSING PROCEDURE: Application Received Complete: January 18, 2005
Office - Morehead City

6. SITE DESCRIPTION:

(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rural/Conservation
(B) AEC(s) Involved: ES, E\V, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - None
Planned - Gravel road, parking area, boat ramp, and pier.
(G) Estimated Annual Rate of Erosion: None
Source - Personal observation during site visit.

v

(A) Open Water 570 sf usurped
Shallow Water Bottom 225 sf
(B) Vegetated Wetlands
High Marsh 225 sf /
(C) High ground disturbance 27,730

DREDGED

[AREA]
FILLED

OTHER

7.

HABITAT DESCRIPTION:

(D) Total Area Disturbed: 28,750 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA; HQW, NSW

Open: Yes

8. PROJECT SUMMARY: The applicant proposes to install a boat ramp, access road, parking area, and
pier to server the single family residential style community under construction.

FIELD INVESTIGATION REPORT:
GREENVILLE TIMBERLINE, LLC
PAGE #2

9. NARRATIVE DESCRIPTION:

Project Setting

Greenville Timberline, LLC is currently developing Merrimon Bay subdivision, which is a
180-lot subdivision bordering the Neuse River and Adams and Garbacon Creeks. The project
site, Lot 147, has been designated as a recreation area for residents of the development. The
1.77 acre tract of land, which is due east of the intersection of Garbacon Drive and Pin Oak
Court, is adjacent to Garbacon Creek near Merrimon, Carteret County, North Carolina. All
development activity for the subdivision with the exception of the proposed boat ramp is
outside of the Division of Coastal Management 75' Estuarine Shoreline AEC. The roads are
under construction and there are no houses proposed by the developer. Elevations on the
property range from Normal Water Level to approximately 5' above Normal Water Level.
The lot is currently undeveloped and is predominantly vegetated on the high ground with early
successional grasses, and loblolly pine, live oak, and cedar trees. The high ground transitions
to the creek through a section of wetlands approximately 15' to 40' wide and composed of
Spartina cynosuroides, Scirpus ffi12,., Juncus roemerianus, and Spartina alternitlora.
The waters of Garbacon Creek are classified as SA High Quality and Nutrient Sensitive
Waters and are open to shellfish harvesting. Garbacon Creek is classified as a Primary
Nursery Area by thc N.C. Division of Marine Fisheries. There are currently no piers or bo at
ramps in Garbacon Creek. The creek is approximately 300' wide in the vicinity of the project.
The water depths in the project vicinity are typically in the -2' to -3' range below NWL. The
project received a Low Density Stormwater Permit #SW8 040317 from the Division of Water
Quality and a Sediment and Erosion Control Plan has been approved by the Division of Land
Resources.

Project Proposal

The applicant proposes to construct a boat ramp for use by the residents of Merrimon Bay
subdivision. A gravel road for access to the boat ramp is proposed from Garbacon Drive,
with dimensions of approximately 25 feet wide by approximately 760 feet in length. The
access road also includes a turn around area in the vicinity of the boat ramp. The ace ess road
passes over an existing man made ditch. The ditch is vegetated with Cat -tail plants but is
outside of the delineated Section 404 Wetlands. The applicants have requested to cross the
ditch with a 24" culvert 25' in length. The applicants have proposed a gravel parking area
large enough for six vehicles with boat trailers.
The proposed boat ramp measures 15' wide by 40' in total length. The boat ramp would
extend an average of 15' waterward of the NWL and would cross a 15' section of Coasta I and
Section 404 Wetlands as described above. The boat ramp is proposed to cross the Coastal and
Section 404 Wetlands in the area where the wetlands are the narrowest on the property. The
.water depth at the end of the proposed boat ramp is -3.6' below NWL.
A 60' long by 6' wide pier with a 6'long by 35'wide finger pier is proposed adjacent to the
boat ramp for temporary dockage in conjunction with the on/off loading of boats. The pier
would extend 35' into Garbacon Creek. The pier is approximately 30' from the adjacent
riparian areas at its closest point. Water depth averages -3.8' below NWL at the end of the
proposed pier.

Anticipated Impacts

The installation of the hoat ramp will result in the filling and grading of 225 square fe et of

FIELD INVESTIGATION REPORT:
GREENVILLE TIMBERLINE, LLC
PAGE #3

Coastal and Section 404 Wetlands adjacent to Garbacon Creek. It will also result in the filling of
225 square feet of shallow water bottom habitat in Garbacon Creek, which is a designated PNA
and is open to shellfish harvesting. An increase in boat traffic on Garbacon Creek is anticipated
with the addition of the boat ramp as there are currently no piers or accesses directly to Garbacon
Creek. The road and boat ramp will produce approximately 2,125 square feet of
impervious surface in the 75' Estuarine Shoreline AEC inc1udingl,200 square feet of new
impervious surface in the Neuse River Basin Riparian Buffer Area. The road and boat ramp
will also produce an additional 27,730 square feet of disturbance and impervious surface on
the high ground of the lot. The proposed development results in a 28 % impervious su rface in .
the 75' AEC and a total impervious surface for the lot of36%. A temporary increase in
turbidity can be expected during the construction of the boat ramp and pier.
The construction of the pier will result in the usurpation and shading of 57 0 square feet of
Estuarine Waters and Public Trust Area. The pier would extend approximately 35' across the
300' width of the creek. The pier as proposed would extend into and beyond the deepest
section of the creek and as such can be expected to impair navigation. The pier is not intended
as a permanent mooring for any vessels and therefore would not result in any additional slips
in the creek. A temporary increase in turbidity can be expected during the construction of the
pier.

Stephen Lane - March 17, 2005 - Morehead City District

Form DCM-MP-l

APPLICA TIO

U~~~~~!IDJ

. Morehead C't
b. City, town, community or landmarK I YOeM
Merrimon. NC

(To be completed by all applicants)

1. APPLICANT

a. Landowner:

Name Greenville Timberline, LLC c/o Derrick Smith

Address 150 East Arlington Blvd. Suite E

City Greenville

State N.C.

Zip 27858

Day Phone [phone]

Fax [phone]

b. Authorized Agent:

Name Land Management Group, Inc.

Address 3805 Wrightsville Ave.

City Wilmington

State N.C.

Zip 28403

Day Phone [phone]

Fax [phone]

c. Project name (if any) Merrimon Bay Community
Boat Ramp

NOTE.' Pumil will ~ issued in name oflandawner{s}. and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County Carteret

c. Street address or secondary road n'umber
Garbacon Drive

d. Is proposed work within city limits or planning
jurisdiction? Yes X No

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Garbacon Creek

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development actiVIties you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
1) Construct a community boat ramp (15ft. wide slab on qrade)
2) Construct access road to boat ramp
3) Construct a 60' x 6' wide pier with a 35' x 6' wide finger pier
for temporary dockage at ramp.
4) Construct 6 12' x 50' parking places

b. Is the proposed activity maintenance of an existing
project, new work, or both? New work

c. Will tJ:1e project be for public, private or commercial
use? Private

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
One lot (#147) of the Merriman Bav subdivision h8s been
set aside as a recreational amenity. Within the boundaries
of this lot an access road and a concrete boat ramp are
proposed. The ramp will be constructed with a 12:1 slope
and will extend to -4' M L W.

Residents of the community will have access to the boat
ramp on a daily basis.

FIELD INVESTIGATION REPORT:
GREENVILLE TIMBERLINE, LLC
PAGE #3

Coastal and Section 404 Wetlands adjacent to Garbacon Creek. It will also result in the filling of
225 square feet of shallow water bottom habitat in Garbacon Creek, which is a designated PNA
and is open to shellfish harvesting. An increase in boat traffic on Garbacon Creek is anticipated
with the addition of the boat ramp as there are currently no piers or accesses directly to Garbacon
Creek. The road and boat ramp will produce approximately 2,125 square feet of
impervious surface in the 75' Estuarine Shoreline AEC including 1 ,200 square feet of new
impervious surface in the Neuse River Basin Riparian Buffer Area. The road and boat ramp
will also produce an additional 27,730 square feet of disturbance and impervious surface on
the high ground of the lot. The proposed development results in a 28 % impervious su rface in
the 75' AEC and a total impervious surface for the lot of36%. A temporary increase in
turbidity can be expected during the construction of the boat ramp and pier.
The construction of the pier will result in the usurpation and shading of 57 0 square feet of
Estuarine Waters and Public Trust Area. The pier would extend approximately 35' across the
300' width of the creek. The pier as proposed would extend into and beyond the deepest
section of the creek and as such can be expected to impair navigation. The pier is not intended
as a permanent mooring for any vessels and therefore would not result in any additional slips
in the creek. A temporary increase in turbidity can be expected during the construction of the
pIer.

Stephen Lane - March 17, 2005 - l\lorehead City District

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract 2.2 ac

b. Size of individuallot(s) N/A

c. Approximate elevation of tract above MHW or
NWL 3-5'

d. Soil type(s) and texture(s) of tract
Augusta loamy fine sand

e. Vegetation on tract
Undergrowth mowed. Overstory composed of Pond pine.
loblolly pine, wax myrtle

f. Man-made features now on tract
Cleared

g. What is the CAMA Land Use Plan land
classification of the site? (Consulllhe local land use plan.)

_ Conservation
_ Developed
Rural

_ Transitional
L- Community
_ Other

h. How is the tract zoned by local government?
Residential

i. Is the proposed project consistent with the applicable
zoning? ~ Yes _ No
(Atlach zoning complio.nce certificate, if applicable)

j. Has a professional archaeological assessment been
done for the tract? _ Y es ~ No
If yes, by whom?

k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ~ No

I. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other
If yes, has a delineation been conducted?
(Attach 4lJ~on, if available)

~~(Cm;ffWlfEfD)

JAN 1 8 Z005

Merensaa ~lOOM'ater treatment facilities.
Not apPlicabi~ ~r proposed work
under this application.

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and r~idential discharges.)
N/A

o. Describe existing drinking water supply source.
Not applicable for proposed work
under this application.

5. ADDITIONAL INFORMATION

In addition to the completed application form, the
following items must be submitted:

o A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.

o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an g lIr by 11" white paper. (Refer to
Coastal Resources Cl'mmission Rule 7J.0203 for a
detailed description.)

Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Anny Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM-MP-l

site. Include highway or secondary road (SR)
numbers, landmarks, and the like.

o A Stormwater Certification, if one is necessary.

o A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.

Name Mr. Tom Brown
Address 48 Foster Lane Babylon, N. Y. 11702
Phone

Name
Address
Phone

Name
Address
Phone

o A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.

NC DWQ Low Density Stormwater Permit No. SW8 040317

NC DLQ Sediment and Erosion Control Permit

o A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.

o A signed AEC hazard notice for projects in
oceanfront and inlet areas.

o A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.

'~~~U\YIIEJD)
JAN 1 8 2005
Mo~a~~~ PERMISSION
TO ENTER.10NtThn

I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained i'l the permit.

I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.

I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal .
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.

I further certify that the information provided in this
application is truthful to the best of my knowledge.

This is the l!:1.- day of ~ t\.-

:6C?O :,-

, -'

Signature

Please indi'cate attachments pertaining to your proposed
project.

15- OCM MP-2 Excavation and Fill Information
~ OCM MP-3 Upland Development
2S..- OCM MP-4 Structures Information
L- DCM MP-5 Bridges and Culverts
_ DCM MP-6 Marina Development

NOTE: Please sign and dare each attachmenJ in the
space provided ar the bottom of each form.

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract 2.2 ac

b. Size of individuallot(s) N/A

c. Approximate elevation of tract above MHW or
NWL 3-5'

d. Soil type(s) and texture(s) of tract
Augusta loamy fine sand

e. Vegetation on tract
Undergrowth mowed. Overstory composed of Pond pine.
loblolly pine, wax myrtle

f. Man-made features now on tract
Cleared

g. What is the CAMA Land Use Plan land
classification of the site? (Consulr the local /and u.se plan.)

_ Conservation
_ Developed
Rural

_ Transitional
L- Community
_ Other

h. How is the tract zoned by local government?
Residential

i. Is the proposed project consistent with the applicable
zoning? ~ Yes No
(Allach zoning compliance cerrificale, if applicable)

j. Has a professional archaeological assessment been
done for the tract? _ Y es ~ No
If yes, by whom?

k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes ~ No

I. Are there wetlands on the site? x Yes _ No
Coastal (marsh) x Other
If yes, bas a delineation been conducted?
(Anach ~~on, if available)

~~~~ff\'lJE:IID

JAN 1 8 Z005

MQr~Q €ittullOOMater treatment facilities.
Not applicabi~ -ror proposed work
under this application.

n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down. and r~idential discharges.)
N/A

o. Describe existing drinking water supply source.
Not applicable for proposed work
under this application.

5. ADDITIONAL INFORMATION

In addition to the completed application fonn, the
following items must be submitted:

o A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written pennission
from the owner to carry out the project.

o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11. white paper. (Refer to
Coastal Resources Commission Rule 7J .0203 for a
detailed description.)

Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM-MP-2

EXCAVATION
AND .FILL

(Except bridges and culverts)

Attach this form to Ioint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Ioint Application that relate to this
proposed project.

Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.

ungtb Width

Ave~
Emtlng
Depth

F1na1
Projed
Depth

Access
channel
(ML W) or (NWL)

Canal

Boat
basin

Boat
ramp

15'

-4

-4

40'

Rock
groin

Rock
breakwater

Other

(Excluding
shoreline
slAbiliution)

Re~ised 03/95

.~
ij
: i ,1
{;

.., ,.-i':

.[ r'i:,.' I ';--\l~,jl
. _. "J V. ~ j ..-I'ow'

1. EXCAVATION

a. Amount of material to be excavated from below
MHW or NWL in cubic yards None

b. Type of material to be excavated
N/A

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SA Vs) or other wetlands? _ Yes No

d. Highground excavation in cubic yards

2. DISPOSAL OF EXCAVATED
l\1A TERlAL

a. Location of disposal area

N/A

b. Dimensions of disposal area

c. 110 you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.

d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?

03/14/2005 18:22

9104520060

Form DCM-MP-2

e. Does the disposal area include any coamJ wetlands
(marsh). SA Vs or other wetJa.nds1
_ Yes _No N/A

f. Does the disposal include any area in the water?
_ Yes No NIA

3_ SHORELINE STABILIZATION

a. Type of shoreline stabiliutioo N/A
_ Bulkhead _ Riprap

b. Length

c. Average disunce waterward of MHW or NWL

d. Maximum distance waterward of MHW or NWL

e. Shoreline erosion during preceding 12 months

(Source of i,yomtaJiDft)

f. Type of bulkhead or riprap material

g. Amount of till in cubic yards ~ be placed below
water level
(I) Riprap
(2) Bulkhead backfill

h. Type of fill material N/A

i. Source of fill material

4. OTHER FILL ACTIVITIES
(Exduding Shoreline Stabilization)

a. Will fill material be brought to site?
~ Yes _No

Revised 03195

LANDMANAGEMENT _.

PAGE 03/03

U'
I
I /
II ,./
). )
~

\ :,.,i

:~)

IL, "
T -' ,J

;\,; . \. " :..: ;.., " .", "'," 1
. 4 ',..tI ~ .....,;; . _, ..... _~ .l~ : I.: I '1 .. '

AmoUDt of material .;t bt piaC@ In the
water 600 squal1l hlet of conC71!lte for boat famD
(2) Dimensions of fill area
40' by 15'
(3) Purpose of fill
Construction of boat r.lmo

If yes.
(1)

b. Will fiU material be placed In coastal wedands
(marsb), SA Vs or other wetlands'?
~ Yes _No
Ify~.
(1) Dimensions of fill area
40' by 15'

(2) Purpose of fUI
Construction of boat ramo.

5. GENERAL

.."......

a. ltow will excavated or fill material be kept on site
and erosion controlled? Silt fencinq will b8 In~lIE1d
around the project area and activities will be conducted at
low tide to minimize sedimentation.

b. What type of constrUction equipment will be used
(fur example, dragline. backhoe. or hydraulic
dredge)?
Dr.:lqlintl, b~ckhOQ. dumptrucl<

c. Will wetlands be cr)ssed in tr!JlSporting equipment
to project sito'? _ Y c.s L-- No
If yes, explain steps that will be uken to lessen
environmental impacts.

Memmon Bay Community Boat Ramp

~~
b/l~/r)'5- -~
Date (' I

Form DCM-l\-fP-3

~m(c~G\YIIEJD)

JAN 1 8 2005

UPLAND
DEVELOPMENT

(Construction and/or land disturbing activities)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.

a. Type and number of huildinQ's. facilitie.<;. unit<; or
structures proposed 0

b. Number of lots or parcels 0

c. Density (give the number of residential units and the
units per acre) N/A

d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 066 acres

e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted S+E permit was issued for subdivsion.
Permit will be modified if necessary for boat ramp construction.
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
packed sand, gravel

g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 30.0%
Additional impervious surface coverage taken from Lot
159 which will not be developed.

Morehead City OeM

h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
x Yes No
If yes, date submitted
NC DWQ Low Density Stormwater Permit No. SW8040317
i. Describe proposed method of sewage disposal.
N/A

j. Have the facilities described in Item i. above
received state or local approval?
(Attach appropriate documentation)

k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Proposed roads will maintain natural drainaqe contours.
All runoff will sheetflow into existinq veqetation found at
lower elevations.

1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A

m. Will water be impounded?
If yes, how many acres?

Yes x

No

n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A

Merrimon Bay Community Boat Ramp
APpn~. ~ '

,::dZ' 0
SigWlture
I ! { 1 (200)
Date I (

Form DCM-MP-4

STRUCTURES

(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major
Pennit, Fonn DCM-MP-l. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.

a. Dock(s) and/or Pier(s)
(1) _ Commercial 25-Community _ Private
(2) Number 1
(3) Length 60
(4) Width 6'
(5) Finger Piers L- Yes No
(i) Number 1
(ii) Length 35'
(iii) Width 6'
(6) Platform(s) _ Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 0
(8) Proximity of structure to adjacent riparian
property lines .3 C 'jZ' to North, 45' to South
(9) Width of water body 450'
(l0) Water depth at waterward end of pier at
ML W or NWL 3.8' MLW

b. Boathouse (including covered lifts)
(l) Commercial
(2) Length
(3) Width

Private

c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)

d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

~m~lrr'IEJD)

JAN 1 8 Z005

Morehead City DCM

e. Mooring buoys N/A
(1) _ Commercial_Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)

(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shorel ine

f. Mooring structure (boatlift, mooring pilings, etc.)
(l) _ Commercial _Community _ Private
(2) Number
(3) Length
(4) Width

g. Other (Give complete description)
The sinQle finQer pier willllsed for temporClry dockClgP. no
extended/overniQht use will be permitted.

Merrimon Bay Community Boat Ramp

APt'"fy~
Sigoature( If ~ b~
Date I I

,

Form DCM-MP-5

BRIDGES AND
CUL VERTS

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sectipns of the Joint Application that relate to this
proposed project.

1. BRIDGES

N/A

a. Public

Private

b. Type of bridge (construction material)

c. Water body to be crossed by bridge

d. Water depth at the proposoo crossing at MLW or
~WL

e. Will proposed bridge replace an existing bridge?
Yes No

If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)

f. Will proposed bridge replace an existing culvert(s)?
Yes No

If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL

Revised 03/95

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(4) Will all, or a part of, the existing culvert be
removed? (Explain)

g. Length of proposed bridge

h. Width of proposed bridge

i. Height of proposed bridge above wetlands

j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain

k. Navigation clearance underneath proposed bridge

I. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain

m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain

n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.

Form DCM-l\1P-5

2. CULVERTS

a. Water body in which culvert is to be placed
Drainage ditch on lot #147

b. Number of culverts proposed 1

c. Type of culvert (construction material, style)
1 concrete culvert

d. Will proposed culvert repla~ an existing bridge?
Yes x No

If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)

e. Will proposed culvert replace an existing culvert?
Yes ~No

If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW orNWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)

f. Length of proposed culvert 25'

g. Width of proposed culvert 18"

h: Height of the top of the proposed culvert above the
MHW or NWL +25'. NWL

i. Will the proposed culvert affect existing water flow?
Yes x No
If yes, explain

Revised 03/95

"_/

\
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i

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, ,
'./

j. Will the pro"posect ~ulvert affect existing navigation
~tential?, _-yes X. - }No
If;ye.si e~plciiti~.'J L"jJ:\! Lt u! 'I

3. EXCAVATION AND FILL

a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
Yes x No

If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in cubic
yards

b. Will the placement of the proposed bridge or culvert
require any excavation within: No
_ Coastal Wetlands _ SA Vs _ Other Wetlands
If yes, .
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Amount of material to be excavated in cubic
yards

c. Will the placement of the proposed bridge or culvert
require any bighground excavation?
Yes x No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
<:l) Amount of material to be excavated in cubic
yards

d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area N/A

(2) Dimensions of spoil disposal area

(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission from
the owner.

C':':'~~_Jf" FeInt

.... '.' ~-.
, ::......

Form DCM-Ml'-S

(4) Will the disposal ar~ be available for future
maintenance? _ Yes _No
(5) Does the disposal aru Include any coastal
wetlands (marsh), SA VS, or other wetlands?
_Yes _No
If yes, give dimcnsioru if different from (2)
above.
(6) [)o($ the disposal area include any area below
the MHW Of NWL? _ Yes _ No
If yes, give dimension if diffete.nt from No.2
above.

e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated materW
described in Item d. above) to be placed below
MHW or NWL1 _ Yes ..25....-- No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill

f. Will the pla~=ent of th$ proposed bridge or culven
result in any fill (other than excavated material
described in Item d. above) to be placed within.; N/A
_ Coastal Wetlands _ SA Vs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill

g. Will the placement of the proposed bridge or culvert
result in any fill (other than exC4Vated material
described in Item d. above) to be placed on
highground? ~ Yes _ No
If yes,
(1) Length of area to be filled 30'
(2) Width of area to be filled 6'
(3) Purpose of fill Gradinq (or ro~d construction.

4. GEl't'ERAL

a, Will the proposed projed involve any mitigation'?
Y"1 X t'1"

:< u' ~ ~,~ M'<;S

;.

.j~~

~'

I

OJ

,:/

b. Will the proposed project ~uire the relocatlon of
any ~istlng:utUity li~~? . ----::..- Yes ~ No
If yes, e,;plaln in dcuU" " . I --,...! :1

c, Will the proposed project require the COnstroc:tiOIl of
ally temporary detour strUctures?
_Yes L-No
If yt:5. CoX pI ail1 in d euil

d. Will the proposed project require any work
channels? _ Yes ~ No
If yes, complete Form DCM-MP~2

e. How will excavated or fill material be kept all site
and erosion controlled? N/A

f. What type of construction equipment will be. used
(for example. dragline, backhoe or. hydraulic
dredge)? Front l?f1Q IO<lder, Qr~dina eQUiDment

g. Will wetlands be crossed in t:r.mSportiDg equipment
to project site? _ Yes L- No .
If yes, explain steps that will be taken to lessen
environmenU.1 imp.acts.

h. WLiI t!te plxeme%1t of the proposed bridge or culvert
require any shard ine stabiliution?
_ Yes ~No
If yes, e%plain in deuil

Memimon Bay Community Boat Ramp

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Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001

NRCS SOIL SURVEY
Carteret County
Sheet 5

CAMA Major Permit Application,
Merriman Bay, Phase II Community Ramp

6Q~ant Greenville Timberline llC,
c/o Mr. Derrick Smith
Location. Garbacon Creek, Carteret Co.

Date: 9/2004 Sheet '> of I

LMG # 02-04-185
C:\project fileslmerrimonbaylmajor

U I.L L.q
Map Source: Delorme: North Carolina Atlas and Gazetteer., 1997 p. 79. SCALE 1" = 2.4 mile
Land Management Group, Inc. CAMA Major Permit Application,
Environmental Consultants Merriman Bay, Phase II Community Ramp
P.O. Box 2522 VICINITY MAP Applicant: Greenville Timberline llC,
Wilmington. NC 28402 North Carolina Gazetteer
910-452-0001 c/o Mr. Derrick Smith
location: Garbacon Creek, Carteret CO.
LMG # 02-04-185 Sheet I of 7
C:\projectmeslme~imonbaylmajor Date: 9/2004

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Land Management Group, Inc.
EnVironmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001

1998 Aerial Photograph

CAMA Major Permit Application,
Merriman Bay, Phase II Community Ramp

Applicant: Greenville Timberline LLC,
c/o Mr. Derrick Smith
Location: Garbacon Creek, Carteret Co.

Sheet

Date:

9/2004

LMG # 02-04-185
C:\Project fileslmerrimonbaylmajor

SITE DATA

TOTAL AAEA. . . . . . . . . . . . . . . . 272.52 N:..
NUllBER Of' LOTS CREATED. . . . . . . . . . . 102
~[tRIN~~ ~'6.~D' R/w'S.' : : : .1~.g~ ~
REOUIRE:D RECREATION "'EA . . . . . .. 2.7D N:.
RECREAllON AAfA PROVIDED . . . . . . . . J.97 N:.

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Land Management Group, Inc.
Environmental Consultants
PO. Box 2522
Wilmington, NC 28402
910-452-0001

Site Plan

Phase 2

LMG # 02-04-185
C \Project fileslmerrimonbaylmajor

Date: 1/2005

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MERRIMON

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SHaY TO OF 10-rnoslON CONTROL DClALS

SHEET 1 OF 10
PRELIMINARY PLAT, COMPOSITE MAP
& EROSION CONTROL PLAN
MERRIMON BAY

~ BEFOR, YOU 010.....
~ North Carolina One-Coli Center. Inc.
. Coli 4f Hours Beron You Digl
'if l-eOO..6J2-4949

SECTION 2
CARTERET COUNTY,

TOWNSHIP,

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NORTH

CAROLINA

CAMA Major Permit Application,
Merrimon Bay, Phase" Community Ramp

6Qplicant: Greenville Timberline LLC,
c/o Mr Derrick Smith
Location: Garbacon Creek, Carteret Co.

Sheet; of7

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Map Source: Survey/Site Plan provided by
Baldwin and Associates Engineering

COMMON AREA
Location of
Proposed Ramp

~JE~lEUWl€lID

JAN 1 8 2005

Morehead City OOM

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SCALE 1" == 800'

Boat Ramp Cross Section

Scale 1 '=10'

12' Wide Proposed Road

+3' Elevation

......
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. ------. - .----~~=.~~:- ~--::::-~7--------- ".

'1 1 Fill Material -----------
(Clean Sand) ~
75' AEC 50' Neuse Buffer
Limit Limit

Existing Contour

VVaterward Limit of 404/Coastal Marsh

Landward Limit r 4Q4/Coastal Marsh

Garbacon Creek

~
-3,6 NWL

I( ~
15' x 15 Marsh Impact

)

Concrete Boat Rarr.p
1:12' Slope

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Garbacon Creek Water Depths

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Filter Cloth

CAMA Major Permit Application,
Merriman Bay, Phase II Community Ramp

Applicant: Greenville Timberline LLC,
clo Mr. Derrick Smith

Location: Garbacon Creek, Carteret Co.

1/2005

Sheet 7 of 7

MERRIMON BAY

SECTION 2~
REFERENCE: DEED BOOK 1007, PAGE 490
OF TIiE CARTERET COUNlY REGISTRY
MERRlt.lON TOWNSHIP, CARTERET COUNTY, NORllf CAROUNA

OWNER: GREENVIli.E TlMBERUNE, llC
ADDRESS: 150 EAST ARLINGTON BOULEVARD. SUITE E
GREENVlUE. NC 2785B
PHONE: [phone]

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CURVE . J.
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fp 114'2"31'
L- 515.74'
T- 450.65'
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CATE: 04/12/04

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L- 515.74'
T- 450.55'
CH- N 35"!S'.'. E
521.03'

CURVE ....
R- 420.00'
t.- '5"51'17.
L- 115.22'
T- 58.45'
CH- S 53'25'52' E
115.55'

. .. . JiQ9.QED
WEYERHAEUSER COMPANY
CARTERET 15
DB 576. PC 477

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CURVE 'L.

R- 230.00'
tr.- 32"10'22-
l- 129.15"
T- 68.33'
a.t- N 15'.2'45- E
127.46'

STATE Of NORTH CAROLINA
COUNTY Of CARTtREr /
I. 4d4'# !!i.L4L2. . REVIEW
OFflcrn Of CARTEREf COUNTY. CER1lfY THAT
THE IW' OR PlAT TO WHICH THIS crRTIFlCAnON
IS AlT!XEO IoIEETS ALl STATVTORY REQUIRE-
IoIENTS fOR RECORDING.

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