20060818 Ver 1_COMPLETE FILE_20060516

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DEPARTMENT OF THE ARMY DLT-, F
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P. O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO September 6, 2006
Regulatory Division
Action ID No. SAW-2006-32411-016 and State Permit No. 142-06
Tide Lines, LLC
c/o Lee Ball
P.O. Box 2687
Greenville, North Carolina 27858
Dear Mr. Ball:
Reference your application for a Department of the Army permit to convert an existing
marina (23 slips) into a subdivision with a community marina (28 slips) to include the
construction of 20 townhomes, reconfiguration of the existing docks, and excavation around the
docks on Radio Island Drive in Beaufort Township in Carteret County, NC as described in the
CAMA application dated March 3, 2006 and received by this office on May 15, 2006.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291 (enclosed). Therefore, you may commence
construction activity in strict accordance with applicable State authorization, the approved plan
(enclosed), and the special conditions (enclosed). Failure to comply with the State authorization
or'conditions of the general permit could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
--- alteration. Suclf ction is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to me at the Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
t
Dave Timpy, Project Manager
D Wilmington Regulatory Field Office
LA L
Enclosures S E P 1 2 2006
DizrdR • WATER QUALITY
6E1'LA;t0S tiD 570 [R N10CH

r
Copies Furnished without enclosure:
Ms. Cyndi Karoly
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Tere Barrett
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
400 Commerce Avenue
Morehead City, NC 28557-3421

SPECIAL CONDITIONS
ACTION ID SAW-2006-32254-067
MR. JOHN DEEL
1. If the permittee discovers any previously unknown historic or archeological remains while
accomplishing the authorized work, he will immediately notify the Wilmington District Engineer
who will initiate the required coordination procedures.
2. The permittee shall advise the Corps in writing at least two weeks prior to beginning the work
authorized by this permit and again upon completion of the work authorized by this permit.
3. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10
of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S. Army
Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Permit Class
NEW
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
Permit Number
142-06
and
Coastal Resources Commission o lv os Is
IVA
ermt
for
AUG 2 3 2006 X Major Development in an Area of Environmental Concern
OENR_ sT? pursuant to NCGS 113A-118
?wiijMDo T cH
X
Excavation and/or filling pursuant to NCGS 113-229
Issued to Tide Lines, LLC, PO Box 2687, Greenville, NC 27836-0687
Authorizing development in Carteret County at Newport River, Radio Island Dr., Beaufort
Township , as requested in the permittee's application dated 3/3/06 (MP-1. MP-2. MP-3.
MP-5, & MP-6), 4/7/06 (MP-4), inc. att. drawings (5), 1 & 2 of 5 dated 3/3/06, 3 of 5 dated 3/23/06, 4 & 5 of 5 dated 3/29/06.
This permit, issued on August 21, 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 terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes only the grading and other land disturbing
activities associated with the development of the property located off Radio Island Dr. in Carteret
County adjacent to the conflux of the Newport River and Bogue Sound, including the demolition of all
existing structures, the development of all roads, parking areas, infrastructure, utilities, and 20 town
homes, all as expressly and specifically set forth in the attached permit application forms and drawings.
Any additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at [phone] for this determination.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2009
Signature of Permittee
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman?e Coa 1 Resources Commis
?;,r- Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Tide Lines, LLC Permit # 142-06 ti
Page 2 of 5
ADDITIONAL CONDITIONS
Marina
2) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed and operable, and maintained for the life of the marina.
3) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on-site with a
representative of the Division to ensure that the required pumpout facility is in place: and; operable.
4) The marina shall display a sign showing the location of the on-site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
_5)___ Unless-specifically altered- herein, this permit--authorizes the removal of the existing, docking facilities,
and the development of the docks, piers, and other structures and uses located in or over the water that
are expressly and specifically set forth in the attached permit application and workplan drawings. No
other structure, whether floating or stationary, shall become a permanent part of this marina facility
without permit modification. No non-water dependent uses of structures shall be conducted on, in or
over public trust waters without permit modification.
NOTE: Should the adjacent property located to the east be sold prior to the initiation of construction, the
permittee shall be required to obtain a signed riparian corridor waiver from the new property
owner prior to the placement of any structures within the 15-foot riparian corridor.
6) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina facility shall be considered a violation of this permit for
which the permittee is responsible. This prohibition shall be applied and enforced throughout the entire
existence of the permitted structure.
7) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
8) The permittee shall maintain the authorized work in good condition and in conformance with the terms
-and conditions of this permit: The permittee is- not relieved- of this requirement if he abandons the
permitted activity without having it transferred to a third party.
9) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
10) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
11) This permit authorizes a maximum of 28 boat slips.

Tide Lines, LLC Permit # 142-06
Page 3 of 5
ADDITIONAL CONDITIONS
NOTE: Due to the proximity of the Newport River and Morehead City Channel, boats utilizing the
marina shall be subject to frequent wavewash from passing vessels. The issuance of this permit
does not relieve the permittee from taking all proper steps to ensure the integrity of the structure
and the safety of moored boats. The permittee shall not hold the State of North Carolina or the
United States liable for any damage to the structure or moored boats.
Shoreline Stabilization
12) The alignment of the permitted bulkhead and riprap shall adhere to the alignment depicted on the
attached workplan drawings. This alignment shall be staked by the permittee and approved on site by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
any construction. -
13) The bulkhead shall be constructed prior to any backfilling activities.
14) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
15) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.
16) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.
17) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
18) The backfill material shall be clean and free of any pollutants except in trace quantities.
19) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
20) There shall be a minimum of a 5 ft. separation between the riprap and any adjacent coastal wetlands.
21) The riprap sill 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 determined by drawing a line parallel to
the channel, then drawing a line perpendicular to the channel line that intersects with the shore at the
point where the upland property line meets the water's edge
Excavation
22) Unless specifically altered herein, the dimensions of the area to be dredged shall not exceed that which
is set forth in the attached permit application and workplan drawing 4 of 5 dated 3/29/06. Any proposal
to change the area to be dredged shall require permit modification.
23) Excavation shall not exceed -4 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
Tide Lines, LLC
ADDITIONAL CONDITIONS
Spoil Disposal
Permit # 142-06
Page 4 of 5
24) All excavated materials shall be confined to the area indicated on the attached workplan drawing 4 of 5
dated 3/29/06 and shall be confined behind adequate dikes or other retaining structures to prevent
spillover of solids into any coastal wetlands or surrounding waters.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405. _
25) 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 swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Stormwater Management
26) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW8051050 on 7/18/06. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
General
27) The permittee 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 Army or his authorized representative, said structure 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.
28) The West Indian manatee (Trichechus manatus), which is listed as a federally endangered species, has
been reported in the tidal waters of Carteret County. In order to protect the West Indian manatee all
work should be done during the period from November 1 to May 31. If work must be done during the
period from June through October the enclosed guidelines, entitled "Precautions for General
Construction in Areas Which May Be Used by the West Indian Manatee in North Carolina" shall be
followed.
29) No vegetated wetlands shall be excavated or filled. .
30) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.

Tide Lines, LLC Permit # 142-06
Page 5 of 5
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
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 many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality'Certification No. 3400 (DWQ Project No. 060818), which was issued on 7/18/06.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE ORM No. SAW-
2006-32911-016.
NOTE: The permittee is advised to contact the NC Department of Transportation prior to the initiation of
construction to determine of any permits may be necessary for the proposed project.
NOTE: The permittee is advised that the State Ports Authority intends to construct a commercial
breakbulk cargo terminal on Radio Island. The permittee is encouraged to coordinate
construction with the State Ports Authority to minimize impacts to existing resources.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 18, 2006
Tide Lines, LLC
c/o Mr. Lee Bell
PO Box 2687
Greenville, NC 27836-0687
Subject Property: Tide Lines Townhomes
Radio Island Drive, Beaufort
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Bell:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 060818
Carteret County
You have our approval, in accordance with the attached conditions and those listed below, to dredge
32,400 square feet of Open Water for the purpose of constructing a private boat basin with 28 boat slips
adjacent to the proposed townhomes and fill 8270 sq feet of shallow bottom habitat (of this 4590 sq ft is
behind the new bulkhead and 3680 sq ft is for the proposed rip rap sill), as described within your
application dated March 3, 2006and received by the Division of Water Quality (DWQ) in the Wilmington
Regional Office (WiRO) on May 16, 2006. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number 3400 (WQC 3400). The
Certification allows you to use the CAMA Major Permit when issued by the Division of Coastal
Management. In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non-discharge, and stormwater regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. The construction of this project or any portion of this project shall not cause additional closure
to shellfish waters. If modifications are required to avoid shellfish closures the applicant will
modify the project as necessary and send a copy of the modified plan to DWQ at the address at
the bottom of this page. If no modifications are done and the project does close shellfish waters,
this certification is voided and the applicant will have to reapply for a certification with a
modified plan that will not close additional adjacent waters to shellfishing.
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service1-877.623-6748
FAX [phone] Internet: www.ncwaterquality.org NoOne
rthCarolina
Natarailly
Page Two
Tide Lines, LLC
c/o Mr. Lee Bell
DWQ Project # 060818
July 18, 2006
2. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream N/A (feet)
Coastal Wetlands N/A (square feet)
Open Water
(Dredging) 32,400 (square feet) Newport River as shown on
Sheet 4 of 5
Shallow Bottom 8,270 (Square Feet) Fill for bulkhead shown on
sheet 4 of 5 and rip rap shown
on sheet 2 of 5
Buffers N/A (square feet)
3. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control .Act.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. 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.

Tide Lines, LLC
c/o Mr. Lee Bell
DWQ Project # 060818
July 18, 2006
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
6. Certificate of Completion
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 the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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, which conforms 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 Division of Water Quality (DWQ) Permit # 060818 under Section
401 of the Clean Water Act. If you have any questions, please telephone Joanne Steenhuis in the DWQ
Wilmington Regional Office at 910-796-7405 or Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721.
Si er y
L Alan W. Klimek, P.E.
Enclosures: WQC 3400
Certificate of Completion
{
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
July 5, 2006
Mr. David Timpy
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P. O. Box 1890
Wilmington, North Carolina 28402-1890
Q?oe1?i
Do
JUL 1 7 2006
DENR - WATER QUALITY
WETLANDS AND STORWiATER BRANCH
Subject: Action ID # SAW-2006-32549-067 (Hark Properties, LLC, Onslow County)
#SAW-2006-32411-016 (Tide Lines, LLC, Carteret County) o(, _ p g 1 g
#SAW-2006-32427-016 (Core Creek Marine, Carteret County)
Dear Mr. Timpy:
Due to the demands of other work, the U. S. Fish and Wildlife Service (Service) is unable
to provide detailed comments on the three, subject Public Notices, all of which were
issued on June 8, 2006. We have briefly reviewed each PN and believe that with
standard environmental safeguards employed by the Wilmington District and the North
Carolina Division of Coastal Management, none of the proposed actions would result in
significant or irreversible damage to federal trust resources.
As a general comment, the Service requests that any work involving dredging in coastal
water with depths greater than three feet at mean low water should be evaluated for
potential impacts on the federally endangered West Indian manatee (Trichechus
manatus). This species moves along the Atlantic Coast during summer months and are
seasonal transients in North Carolina, primarily from June through October. If dredging
would occur in water suitable for manatees, the guidelines developed by the Service to
protect the species should be required as permit conditions. These guidelines,
"Precautions for General Construction in Areas Which May Be Used by the West Indian
Manatee in North Carolina," address all types of in-water construction, except blasting,
and should produce little, if any, additional expense. The guidelines are intended mainly
to ensure that construction personnel are informed that manatees may occur in the work
area, that work should cease if a manatee approaches the work area, work should not
resume until the manatee leaves the work area, and procedures for reporting the death or
injury of a manatee. These guidelines are available on our web site at < http://nc-
es.fws.uov/mammal/manatee ?_uidelines.pdf>. The risk to manatees could be reduced to
an acceptable level by the implementation of the Service's guidelines. The risk would be
further reduced by performing the work during the period of November through May.

4-
2
With regard to the work proposed by Core Creek Marine, #SAW-2006-32427-016, we
recommend that you review our comments for Action ID # 200600623 (Hobby World
Development) sent on April 13, 2006, and Action ID # 200600748 (Jarrett Bay Group)
sent on June 19, 2006. The current applicant is in the same location and seeking
authorization for similar work as the prior applicants. Relevant aspects of our previous
recommendations should be applied to any Department of the Army permit issued to
Core Creek Marine.
The Service appreciates the opportunity to provide these limited comments. If you have
questions regarding these comments or wish to discuss the development of the
coordinated federal position, please contact Howard Hall at 919-856-4520, ext. 27 or by
e-mail at < [e-mail] >.
'4'n
Pete end in`-
Field d u ervisor
cc:
Ron Sechler, NOAA Fisheries, Beaufort, NC
Maria Tripp, NC Wildlife Resources Commission, Washington, NC
Steve Everhart, NC Wildlife Resources Commission, Wilmington, NC
Doug Huggett, NC Division of Coastal Management, Morehead City, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
?OF WATF9p Michael F. Easley, Governor
q G William G. Ross, Jr., Secretary
co ? North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
June 6, 2006
CERTIFIED MAIL: 7005 0390 0001 3200 4024
RETURN RECEIPT REQUESTED
Tide Lines, LLC
c/o Lee Bell
PO Box 2687
Greenville, NC 27836-0687
Subject Property: Tide Line Condos
REQUEST FOR MORE INFORMATION
Dear Mr. Lee:
DWQ Project # 060818
Pender County
On May 16, 2006, the Division of Water Quality (DWQ) Regional Office received your CAMA application dated
May 11, 2006, to impact approximately 0.133 acres of shallow bottom habitat for your proposed condos. The DWQ
has determined that your application was incomplete and/or provided inaccurate information as discussed below.
The DWQ will require additional information in order to process your application to impact protected wetlands
and/or streams on the subject property. Therefore, unless we receive the additional information requested below, we
will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following information so that
we may continue to review your project.
Additional Information Requested:
1. Impact Justification (Avoidance and Minimization)
This office strongly recommends that you revise the site plan to avoid some of the proposed impacts within
the boat ramp area.
2. Please include the justifications for all of the proposed shallow bottom impacts.
If we 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.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ. Please call me at 910-796-7215 if you have any questions regarding this project or
would like to set u a meeting to discuss this matter.
Dr ??? ti? D ,Si erely, j
JUN S
UEi iR -WATER QUALITY Joanne Steenhuis
yRANDSAWSTOROPTERBR"H Environmental Specialist III
cc: J. Stephen Janowski, PE - Consultant Doug Huggett - DCM Morehead
`Ian McMillian - 401 Oversight Unit Ryan Davenport - DCM Morehead
Dave Timpy - Corps of Engineers Wilmington Office
W iRO
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCaro/l/ina
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper orthCarolin
? A
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
May 11, 2006
MEMORANDUM:
20.060818
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett MAY 1 C 2000
Major Permits Processing Coordinator
t) E N"
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: . Tide Lines, LLC c/o Mr. Lee Bell.
Project Location: Carteret County: Adj. to Morehead City Channel at the conflux of the Newport
River and Bogue Sound on Radio Island Drive, Beaufort, NC.
Proposed Project: The applicant proposes to convert an existing marina into a subdivision w/ a
community marina including construction of 20 town homes with all infrastructure,
reconfiguration of docks, and excavation around the docks as well as stabilizing the
shoreline with bulkhead and riprap.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
June 03, 2006. If you have any questions regarding the proposed project, please contact Ryan Davenport at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. 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.nccoastaimanagement.net
An Equal opportunity 1 Affirmative Action Employer-50% Recycled 110° Post Consumer Paper
DCM °/. DWO %.
Development Type FEE (143001601 435100093 1625 6253 243001602 435100095 2341
h Private, non-commercial
development that does not involve $250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
IL Public or commercial development
that does not involve the filling or 8400 100%($400) 0%($0)
excavation of any wetlands or open
water areas: ,
Ill. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B. C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality 5250 100%($250) 0% (SO)
Certification No.3301 (see attached),
can be applied: ,
III(B): For public or commercial
development, if General water Quality $400 • 100%($400) 0% (SO)
Certification No.3301 (see attached)
can be applied: '
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400. 60%(S240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%(S240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $4T5 60%(S285) 40%($190)
than one acre of wetlands andlor
open water areas:

.r
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tide Lines, LLC c/o Lee Ball
2. LOCATION OF PROJECT SITE: West side of Radio Island Dr, south of Hwy. 70 adjacent to
Morehead City channel at the conflux of the Newport River and Bogue Sound.
Photo Index - 2000: 41-527 grid (S11)(T11)(T12) 1995: 41-509 grid (G14)(G15)(1115)
State Plane Coordinates - X: 2695124.783 Y:360797.831 Rover # J031419A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit 11/8/05, 12/14/05, 3/14/06
Was Applicant Present -Yes, Yes, No
5. PROCESSING PROCEDURE: Application Received -CC 4/13/06
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP. = Developed/Conservation
(B) 'AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline .
(C) Water Dependent: Yes, No
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - On-site Septic
Planned - Morehead City Sewer
(F) 'Type of Structures: Existing - Marina and Shop Buildings
• Planned.- Marina, Bulklieao, Townhomes, Rip Rap Sill,
Subdivision Infrastructure
(G) Estimated Annual Rate of Erosion: N/A
-Source -'N/A
7. HABITAT DESCRIPTION:
nRF.nr_F.n FTLLFD OTHER
(A) High Ground 96,000 ft2
(B) Open Water 28,270 ft2 Incorp.
4,563 ft2 Shaded
(C ) Shallow Bottom Habitat 32,400 ft2 5,790 ft2
(D) Total Area Disturbed: 167,023 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is proposing to convert an existing marina into a
subdivision with a'community marina. This will involve the construction of 20 townhomes
including all infrastructure, the reconfiguration of docks, and excavation around the docks. The
slip count would be increased from 23 to 28. The shoreline would be straightened and stabilized
with bulkhead and riprap.
Tide Lines
Page 02
9. Narrative Description:
The Tide Lines project is located on the west side of Radio Island Dr, on Radio Island, Carteret County.
The site lies between Radio Island Marina and the North Carolina Ports Authority properties. This area is
just south of Hwy. 70. An embayment of the Morehead City Channel borders the site to the south and west
at its conflux with the Newport River and Bogue Sound.
The Tide Lines property on Radio Island Rd. is 2.73 acres in its entirety and varies from 0' to 2.5' in
elevation above NHW. The high ground portion of the site currently has a marina building and several
boat maintenance buildings. In association with these buildings are paved and gravel parking lots and
boat storage facilities. The marina currently provides fueling services. There are-two boat ramps and
three travel lifts present.on the site. The shoreline is bulkheaded. Existing along the shoreline is a
docking facility for 23 slips. Currently the docks extend 50-1-00' into open water and encompass
23,465 ft2 of Public Trust Area. The marina is connected to an on-site septic system. On the western
side of the shoreline is a. marsh area that contains Smooth Cordgrass (Spartina alterniflora) and Salt
Meadow Grass (Spartina patens). The substrate in this area is mostly silt and sand. Water depths in
the docking area are approximately -3' NLW. The width of the water body ranges from 230ft to
410ft. The current impervious area of the track is 61.17% within the 75' AEC.
The Division of Water Quality classifies this area as SA waters. This area is not a Primary Nursery
Area and is closed to the taking of shellfish. Carteret County's Land Use Plan dated 1996 classifies this
area as Developed and Conservation within the AFC's. There are no shellfish leases in this area.
10. Pro_lect Description:
In an effort to redevelop.the property, Tide Lines proposes to construct 20 townhome units with all
infrastructure. During this process the shoreline would be straitened, bulkheaded and the boat ramps
would be filled.in. All existing structures will be demolished and fill will be brought to the site.
Stormwater management facilities would be installed. The docking facilities at the site would be
replaced and the number of slips would be increased from 23 to 28. The applicant also proposes to
maintenance excavate 1204yd3 from around the marina facility.
During the development process, the applicant will begin by installing 798' of bulkhead. The new
bulkhead will be placed 5' waterward of the existing bulkhead except in, the area of the existing boat
'ramps and where coastal marsh exists.. In the area of the boat ramps the bulkhead will be placed
approximately 62' waterward of NHW. The remaining bulkhead portion will be placed behind all
coastal wetlands. Backfill in the area of the boat ramps will involve the filling of 3,850ft2(70X55) of
open water of which 1,200 ft2 is over the existing concrete ramps.- Backfilling in other areas will fill
1,940ft2(388X5) of shallow bottom areas.
Once the bulkhead is complete, the applicant proposes to maintenance excavate 1204yd3
within the embayment of the Morehead City channel. The excavation would occur in four
sections. The dimensions would be 108X80X1.22(390yd3), 167X45X0.24(67yd3),
129X45X0.91(196yd3) and 232X45X1.43(553yd3) respectively. Current soundings in these
areas range from -2.5' to -4' NLW. The final project depth would be the connecting depth of -
4'NLW. The excavated spoils would be placed 30' landward of NHW in a 271'X60' disposal
area onsite. The spoils would be allowed to dry and then be used as upland fill material.
After the applicant grades 2.65 acres of the site, they propose to construct 20 townhome units.
These units will be broken up into four buildings. Each unit will have a private drive connecting
to community roads and parking. The community parking area will provide 11 spaces. A
Tide Lines
Page 03
clubhouse and swimming pool will also be built for use of the residents between buildings A and
B. The high ground portion of this development will be 47.81% impervious within the 75' AEC
after construction is complete from a pre-project impervious area of 61.17%. Impervious area for
the entire site would be 65,356ft2. Stormwater infiltration trenches will be installed to control
stormwater runoff. One 43'X15' culvert will be placed under the road in order to improve drainage. A 6'
wide boardwalk will extend the 675' length of the shoreline with 5' catwalks connecting to each waterfront
unit and the pool area. There will be a total of 18 catwalks. The townhomes will be connected to
Morehead City Sewer and water.
In. order to provide docking for the town homes the applicant proposes to expand the existing marina by
25%, creating a total of 28 slips. This will be accomplished by. constructing•a 6' wide dock along the .
shoreline for the length of the marina.' The dock would be expanded in 4 areas to 9.8' -wide in order to
create platform sections. Three piers that are 85'X5', 40'X6', and 40'X6' would extend off of the
dock. Extending off of the dock and platforms would'be 13 fingers. Nine of thQ.fingers would be
40'X4.5' and the remaining four would be 27'X3:5'. There would be 10 mooring piles placed between
slips 1-20. - Boatlifts ihat are 13'X13' would be placed_twithin slips 21-28. There will be a sewage
pump out facility placed at the end of the 85' pier.
As a recommendation from National Marine Fisheries Service, a 230' rip rap sill will be placed 5'
waterward of the marsh area. The rip rap sill will be 16' wide at the base.and have a 5' gap every 100'.
The side slopes with have a ratio of 4:1. The height of the sill will not exceed 6" above NHW. The
intent of this structure is to protect the remaining marsh in the project area.
11. Anticipated Impacts:
The.proposed improvements at the Tide Lines project would result in 28,2702 of open water
incorporated of which 4,563ft2 would be shaded by the marina. A total of 32,400ft2 would be excavated
which would result in the removal of 1,205 yd3 of material. The excavated material would be placed on
high ground disturbing 96,000 ft2 when graded into the site. While backfilling behind the bulkhead,
5,790ft2 of open water will be filled. An increase in turbidity will occur during this process. There
should be no hazard to navigation resulting from this marina, as the overall waterward extent of the
system will be 46' into the 400' waterbody. No coastal marsh would be filled or excavated during this
project. The rip rap sill around the marsh should protect and/or enhance fish habitat and reduce wave
energy into the marsh. The rip rap will fill 3,680ft' of shallow bottom habitat. Once the project is
complete, the impervious area within 75' of NHW should decrease from 61.17% to 47.81% and the
impervious area for the entire project would decrease from 72,847ft2 to 65,365ft2. The change of use at
this property should provide an overall increase in water quality; however, an important public access
area will be lost as many boaters use this ramp to launch their boats.
Ryan Davenport Morehead City May 10, 2006
Form DCM-MP-1 M
APPLICATION R9P M "ED
(To be completed by all applicants) APR 1 3 2006
I -APPLICANT b. City, town, community M19rof-bad (city DCM
Beaufort Township
a. Landowner
Name Tide Lines, LLC
Address P.O. Box 2687
City Greenville State NC
252-353-
Zip 27836-0687 Day Phone 2000
Fax
b. Authorized Agent
Name J. Stephen Janowski, PE
Address 1015 Conference Drive
City Greenville State
Zip ' 27858 Day Phone
Fax - 252-321-1412
c. Project name (if any)
Tide Lines
NOTE. Permit will be issued in name of landowner(s), and/or protect name.
c. Street address or secondary road number
Radio Island Drive
is propose work within city limits or planning
jurisdiction?
X Yes • No
e. Name o ody, of wat-aer nete-{project (e.g. river,
creek, sound, bay)
Newport. River
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
20 three bedroom townhomes, bulkhead, 28 boat slips,
NC excavation, fill, street, water, sewer and walks
252-756- b. Is the proposed activity maintenance of an existing
1390 project, new work or both?
2. LOCATION OF PROPOSED PROJECT
a. County
Carteret
b. City, town community or landmark
Beaufort Township
Redeveloament
c. Will the 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.
This project Is the construction of 20 three story townhomes for
purchase by private individuals. Each townhome will have one of
20 boat slips with 10 mooring piles assigned to that unit. There are
also 8 boat slips which will allow mechanical lifts that can be
purchased by the homeowners. Prior to installation of this project
will be the demolition of the existing marina, boat repair and boat
storage buildings. There will be slips and 11 parking spaces
provided to the public. These units will operate as primary and
secondary residences. Fill will be added to the site to elevate the
lowest habitable floor one (1) foot above the flood elevation. The
fill will also be used to backfill the existing boat ramp and lift area
at the sportsman marina. This will straighten the bulkhead along
the western portion of this project. The bottom of the new boat
slips will be excavated to a depth of water of 4' at normal low
water.
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER CHARACTERISTICS
a. Size of entire tract 2.732
b. Size of individual lot(s)
26'x70' = 0.042 ac
c. Approximate elevation of tract above MHW or NWL
2.5'
d. Soil type(s) and texture(s) of tract
Gray Silty Fine Loam
e. Vegetation on tract
Coastal wetlands on point. Volunteer grass over.
stone base in parking lot
f. Man-made features now on tract
Marina building, storage building, residence, boat racks, boat
ramps, boat slips, walks, gravel, concrete
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
X Conservation Transitional
X Developed' Community
Rural Other
h. How is the tract zoned by local government?
PD (Planned Development
i. Is the proposed project consistent with the applicable
zoning?
X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
Yes X No
If yes, by
whom?
m. Describe existing wastewater treatment facilities.
Gravity sanitary sewer from each lot to an outfall
wastewater treated by the Town of Morehead City
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges.)
The first 1-1/2" run-off from buildings to the road will be
collected In a storm drainage system and disposed of via
infiltration trenches under the road. Run-off exceeding the
first 1-112" will discharge through a 50' vegetation buffer.
Thls,water will then discharge over. the bulkhead to an
upland prior to the coastal wetlands.
o. Describe existing drinking water supply source.
Drinking water is supplied by the Town of Morehead City
in a 12" watermain in front of project.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted.
• 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 permission from the owner to carry out
the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in, black ink
on an 8 '/2 x 11 white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)
Please note that original drawings are preferred and only
high quality copies will be accepted. Blue-line prints or
other large plats are acceptable only if an adequate
number of quality copies are provided by applicant.
(Contact the U.S. Army Corps of Engineers regarding
k. Is the project located in a National Registered
Yes X No
1. Are there wetlands on the site?
X Yes No
Coastal
(marsh) X Other
If yes, has a delineation been conducted? See Maps
(Attach documentation, it available)
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 site. Include highway or secondary
road (SR) numbers, landmarks, and the like.
Revised 03/95
Form DCM-MP-1
• A storm water certification, if one is necessary.
Previously submitted
• 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 NC State Ports Authority
Address Raleigh, NC 27604
Phone
Name Radio Island c/o Bill Newbern
Address 180 Radio Island Rd, Morehead City, NC 28557
Phone
Name
Address
Phone
• A list of previous state or federal permits issued
for work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $475 made payable to the Department
of Environmental, Health, and Natural Resources
(NEHNR) to cover -the. costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Act (NCGS 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. .
6. CERTIFICATION AND PERMISSION TO
ENTER ON LAND
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 in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Manage hn
conducted in a manner consi i APR X 3 2006

I certify that I am authorizel5'%A t@ QAYDGM
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.
further certify that the information. provided in this
application is truthful to the best of my knowledge.
This the avr?- day of V`vz5A 2006
Print name Lee F. Ball
Signature ?-
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development.
X OCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE.
Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Q 4 r r
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C! Certified Fee
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(Endorsement Required)
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Radio Island Marina
S"AApt. Nod --
orPOeoxNo. 179 Radio Island Road
-
-
---- - -- - - - -
cay scare zP+a. Morehead City-,; NC X8557

PS Form :3800, June 2002 See Reverse for Instructions
Postal
'n CERTIFIED RECEIPT
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NC State Ports Autho 'ty?
b`tree t No.; _-_---------------•--------- - ° ° - --_-----------
orPOBoxNo. ' .2202 Burnett Blvd
---------""
City, State, Z/P+4 "'°"
Wilmington NC 28401
'M
Ufa- ?,

L.Q G 2006
! DJACEIY'1'` Rr M.iUA v a -)r-E IT x O WM??
(FOR A PI`K/UNt~4l'FD BOtt7' 1?1I7)MOl"eMdadIy DCM
I hreby'ceitiFy that i own property adjacent to -i?lal.?a?a
'('r?n.ie or Properiy 0vIner)
property located at 9ait.o ?Stao.?r??o?.a?MurtrcN4 .. G. 391. • lg . iS• 34??a
.: (Lot, Block, Road, etc.) 1'
} on Ot4?mr-'O%vft -i- rLt r*uTA , in MowrtW+r sn !i-5'?Te u.%,.6.e .: .
ff olyu andi'Or..I CO-Unt 4
He has des.::ibel [o me, as shown below, the .developrlient. he r. proposrna._at that
loc-adon., arid, I have fto -pbj•e--t ons to whir: proposal.-. I undetsuild:'?h3t a pr rlukov red boat li: t
y., .? must be sec :hack a minrm?m.dtst of ftftetn fit (15') - 6fn di j• iir?d' t riparian actw;s -.unl" s -an o
waived by me. ,
I do not wish to Waive.,the:serback reouirernent.
.i
"t
.,t.

I do Msh to'-waive that setback requireritenc.
---------=---- --- - --------------------------------? ---- --- ----- -------=- ----- -. --? ?j "
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(To. be. ft - gg •in by L!i4h idaaI prrpor.hg de v ??; ;rt'entl `.
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Print or Typ-3 M •rne
Date. •f
25a--7),6r37?73
Telephone Nlimb t- d?

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Form DCM-MP-2
EX.C'AVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or fill
activities. Al( values to be given in feet.
Final
Average Pro)ect
Lennth Width Existina Deoth Deoth
Access
channel
(MLW) or
(NWL)
Canal
Boat Basin
Boat Ramr
Rock Groir
Rock
Breakwater
Other
(Excluding
shoreline
stabilization)

EXC 108
80 2.78' below
(NLW) 4.0' below
(NLW)

EXC 167
45 eow
(NLW) eow
(NLW)

EXC 129
45 3.09' below
(NLW) 4' below
(NLW)

EXC 232
45 . eow
(NLW) eow
(NLW)

FILL 70
55 3.96' below
(NLW) 6.4' above
(NLW)
FILL 388 5 (NLW) (NLW)

z-I/a` a 7. D

P1 bavEn
APR 1 3 2006
Morehead City DCM
1. EXCAVATION
a. Amount o material to e excavated from below
or NWL in cubic yards
1204 CY below NLW
b. Type of material to be excavated
Gray silty fine to medium sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation (SAVs)
or other wetlands?
Yes X No
d. Highground excavation in cubic yards
0
.2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area
On-site
b. Dimensions of disposal area
271x60x2'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the owner.
d. Will a disposal area be available for future
maintenance?
Yes X No
If yes, where?
Future dredging will be hauled off-site to a
pre-approved high ground location
Revised 03/95
Form DCM-MP-2
u t
e Does the disposal area include any coastal wetlands APR 13 2006
(marsh), SAVs or other wetlands? If yes,
Yes X No (1) Amount of miVlraHow atyp MM
f. Does the disposal include any area in the water? .*' yy[7E ?/
Yes X No
(2) Dimensions of fill area
600'x1 60'x3'
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization _
X Bulkhead X Riprap
b. Length 798' Bulkhead, 117' Riprap
c. Average distance waterward of MHW or NLW
9.8'
d. Maximum distance waterward of MHW or NLW
62'
e. Shoreline erosion during preceding 12 months
0
(Source of information)
f. Type of bulkhead or riprap material
Corrugated PVC bulkhead - Class I Riprap
g. Amount of fill in cubic yards to be placed below water
level
1. Riprap 239 cy below NHW
2. Bulkhead back-fill 2182 cy
h. Type of fill material
Select Sand
I. Source of fill material
Offsite borrow
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
(3) Purpose of fill
Upland fill of buildings and parking
b." Will fill material be placed-in coastal wetlands (marsh),
SAVs or other wetlands?
Yes X No
If yes,
(1) Dimensions of fill area.
(2) Purpose of fill
5: GENERAL
A. How will excavated or fill material be kept on site and
erosion'controlled?
By a series of permitted silt fences and early ground
stabilization
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Backhoe
c. i wetlands be crossed in transporting equipment to
project site?
Yes. X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Tide Lines
Applicant or PlgJect Name _
Signature
?1310?
Date
Revised 03/95
corm UUM-Mt'-:i
UPLAND
DEVELOPMENT
(Construction and/or land disturbing' activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
sfructures proposed.
20 townhomes, 4 buildings, clubhouse, pool, parking lot and walks
b. Number of lots or parcels
20
c. Density (give the number of residential units and the
units per acre)
11 6.9 units per acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc.
2.65 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 1012412005
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
Concrete driveways and patios, concrete curb,
asphalt roads
g. Give the percentage of the tract withi 75 feet f MHW
or NLW, 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.
Predeveloped = 65079 sf/39813 sf = 61.17%
Redeveloped = 59357 sf/28378 sf = 47.81%
APR j.:1 2006
Morehead City DM
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 10111/2005
I. Describe proposed method of sewage disposal.
Gravity sewer to be collected and treated by
Morehead City
j. Have the facilities described in. Item I. Above received
state or local approval? (Attach appropriate documentation)
No, Property has been rezoned by Morehead City and
received sketch plan approval. City is preparing
sewer extension plans.
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).
Run-off that exceeds 1.5" will be released and sheet
flow through a 50' vegetated buffer and discharged
prior to Newport River Tributary
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
Morehead City Water
m. Will water be impounded?
Yes X No
If yes, how many acres?
n. If the project is an oceanfront development, when was
the lot(s) platted and recorded?
NIA
Tide Lines
Applicant or Proje Name
ignature
3??loco
Date
Revised 03/95
r-orm ut.,m-mv-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all other 1 Commercial
sections of the Joint Application that relate to this
proposed project. 2 Number
a
Dock(s) and/or Piers
1 Commercial ° Community X Private °
2 Number. "3 piers
'
'
' i
dot 1( `
,. 3 Length 85
, 40.0
,40.0
4 Width 5', 6', e &
5 Finger Piers X Yes No
i Number 13
ii Length 9@40',±@-27-
iii Width 4.5, 3.5
6 Platform(s) X Yes No
i Number 4
ii Length 24, 44, 54, 44 .
iii Width 9.8, 9.8, 9.8, 9.8 "
7 Number of slips proposed " 28
8 Proximity of structure to adjacent riparian property lines
3 feet
9 Width of water body 410'
10 Water depth at waterward end of pier at MLW or NLW
4
b. Boathouse (including covered lifts) NIA
1 Commercial Private
2 Length
3 Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
1 Number
2 Length(s)
Jam„- ;.?
APR 1 3 ?_006
Morehead City DCM
NIA
Community Private
3 Description of Buoy
(Color, inscription, size, anchor, etc.)
4 Width of water body
5 Distance buoy(s) to be placed beyond shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
1 Commercial Community X Private
2 Number 8 boatlifts,10 mooring piles
3 Length 13' NIA
4 Width 13' WA
g. Other (Give complete description)
Gangway from 6' boardwalk to 6' dock are
aluminum 3' wide 26 feet long (4 each)
. Tide Lines
Applicant Project Name
Signature
Date
d. Breakwater (e.g. wood, sheetpile, etc.) Riprap
1 Length 230
2 Average distance from MHW, NEW -or etland
3 Maximum distance beyond MHW, NLW or wetlands
5'
Revised 03/95
Form DCM-MP-5
BD1DGES AND
pip L9
APR 1 3 2006
Morehead City DCP
CULVERTS
Anwh this form to Joint Application for CAMA Major
orm DCM-MP=Z. Be; sure to complete all
j
i
osans of the Joint Application: that relate to this
proposed project.
1. °BREDGFS' N/A .
a. Public Private N/A
b. Type. of bridge (construction material)
N/A
c: 'Water body to be crossed by bridge
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes No N/A
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? (Facplain).
L Will proposed bridge replace an existing culvert(s)?
Yes No N/A
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
(4) Will all, or a part of, the existing culvert be
removed? (Explain) .
N/A
g. Length of proposed bridge N/A
h. Width of proposed bridge. N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
Yes No N/A
If yes,. explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No N/A
.If yes,. explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yt,S No
If yes, explain
N/A
n. Have you contacted, the U.S. Coast Guard
aoncerniug their approval? N/A
Yes No
If yes, please provide record of their action.
Revised 63/95
Form DCM-NIP-5
2. CULVERTS
a. Water body in which culvert is to be placed
Newport River
b. Number of culverts proposed
1
c. Type of culvert (construction material, style)
15" Concrete Pipe
d. Will proposed culvert replace an existing. bridge?
Yes 571 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.epii°sting culvert?
Yes „ ?Q, No
If yes,
(1) Length of existing culvert
(Z) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
'(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert A= 43'
g. Width of proposed culvert A =15"
h.' Height of the top of the proposed culvert above the
MHW or NWL
1. Will the proposed culvert affect existing water flow?
Yes =No
If yes, explain
?.
M
i
APR 1 3 2006
j. Will the propo, e4 culvert existing navigation
potential? .JftLU &ty DC'iM
If yes, explain
3: EXCAVATION AND FILL
A.:, Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL? .
Yes _ 7 . 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: NIA
Coastal Wetlands - sAVs _„ 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 highground excavation?
? Yes No
If yes,
(1) Length of area to be excavated A ='43'
(2) Width of area to be excavated A = 3
(1) Amount of material to be excavated in cubic
yards A = 14.2 a
d. If the placement of the bridge or' culvert involves
any excavation, please complete the fallowing:
(1) Location sie fimle spoil disposal urn
(2) Dimensions of spoil disposal area
Backfill of trench and landscaping
(3) Do u claim title to the disposal area?
?Mo , Yes No
If no, attach a letter granting permission from
the owner.
Raybed 43M
R9c?8odEo
APR 1 3 2006
Form DCM-M1'-5
Morehead City?// nn??^^++pp??
M
(4) .Will the disposal be available for future
maintenance? Yes No b. Will the proposed project require the relo'?atio of
any existing utility lines? Yes =1 No
(5) Does the disposal area include any coastal If yes, explain in detail
wetlands (marsh), SAYS, or other wetlands?
Yes =No
if yes, give dimensions if different from (2)
above.. c.. Will the proposed project require the construction of
(6) Does the disposal area, include any area below any temporary detour structures?
the MHW *or NWL? . Yes Q No Yes =No
If yes, give dimension if different from No .2 If yes, explain in detail
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d. Will the proposed project require any work
described in item d, above) to be laced below
? channels? Yes ,., ?j_ No
No
MHW or NWL7 Yes :j ? If yes, complete Forth DCM-MP-2
if yes,
(1)_ Length of area to be filled e. How will excavated or fill material be kept on site
(2) Width of area to be filled and erosion Controlled? Temporary silt fence and
(3) Purpose of fill -- ---------- ^- ---- stone inlet sediment traps ---
' - ----- --
f. Will the placement of the proposed bridge or culvert f. What type of construction equipment will be mad
result. in any fill (other than excavated material , (for example, dragline, backboe or -hydraulic
described in Item d. above) to be placed within: dredge)? Backhoe
Coastal Wetlands;. SAVs-_ Other Wetlands
If yes, ' N/A
(1) -Length of area.to be filled
(2) Width of area to be filled g. Will wetlands be crossed in transporting equipment
(3) Purpose of fail to project site? Yes , ?/ No
If yes, explain steps that will be taken to Iessen
environmental impacts.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated. material
described in Item -d. ,abo?v-eL,to be placed on
highground? Yes .L No h. Will the placement of the proposed bridge or culvert
If yes. ' require any shoreline stabilization?
(1) Length of area to be filled Yes =No-
(2) Width of area to be filled If yes, explain in dW-d
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes -F-771 No
If yes, explain in detail
'T; d0-
ArNk+ni w rr*d
Date
Revised 03195
rorm uum-mi -o
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed:
Commercial Public X. Residential
b. Will the marina be open to the general public ...
- Yes X No
c. If there i s residential development associated with the
marina, how many units or lots are planned and how
many are currently developed.
20 planned units
0 currently developed
d. Check all of the types of services to be provided.
N/A Full service, including travel lift and/or rail
N/A Dockage, fuel and marine supplies
X Dockage ("wet slips") only
Number of slips 28
N/A Dry storage
Number of boats N/A
N/A Boat ramp(s) _
N/A Other (describe)
e. Check below the proposed type of siting.
N/A Land cut and access channel
X Open water with dredging for basin and/or channel
N/A Open water, no dredging required
N/A Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed types).
Open runabout, sail boat
MIT
APR 1 3 2006
Morehead City DDA
g. Typical boat length 181-50,
h. Maximum boat length 50'
i. Are there any floating structures planned?
No
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that will
be included in the proposed project.
? Office toilets
? Toilets for patrons
Number 2
2 Showers
1 Boat holding tank pumpout
Type and location Portable pump out at end of finger pier
b. Describe treatment type and disposal location for all
sanitary wastewater.
Collect and discharged into Morehead City's
wastewater system
c. Describe the disposal of solid waste, fish offal and trash
disposal.
None
d. How will overboard discharge of sewage from boats be
controlled?
Pump out facility
e. Give the location and number of "No Sewage
Discharge" signs proposed.
(4) entrance to each main dock
Revised 03/95
corm uunn-mv-ti
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of?
N/A
h. Give the number of channel .markersand "No Wake"
signs proposed.
N/A
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality.
NIA
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts.
3' tidal amplitude for flushing. Existing sawtooth boat
basin pattern removed to west install straight
bulkhead flushing by tidal action
k. What will be the marina policy on overnight and live-
board dockage?
Will not allow
I: Is the proposed marina located near any shellfish
leases?
Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what type of services are currently provided?
This project is a redevelopment and expansion of the
existing "Morehead Sports Marina" and "Brown Boat
Repair" which had fuel, dockage, marina supplies, dry
storage, boat repair, boat ramps
n. How many slips are now available?
28 slips, 2 boat ramps, 3 lift areas
o. Is the marina proposed within a primary or secondary
nursery?
Yes X No
p. is the marina propose w3fiii inn an area open to shellfish
harvesting?
Yes X No
q. Give the location and number of "Pumpout Available"
signs proposed.
4-one ate
;;J ;:
APR 1 3 2006
Morehead -City. DCIVI
Tide Lines
Applicant or Project Name
ae4
Signature

Date
Revised 03195
SITE DATA MARINE DATA GENERAL NOTES
LEGEND ~wY ~D
TOTAL AREA ......................2.884 AC. EXISTING SHORELINE = 944' . CARTERET CO. P-1 & B-2 SHORELINE X 27 = 2 t. MOREHEAD CITYS RESPONSIBILlIY FOR WATE EXISTING ZONING 5,488 2. MOREHEIID CITY'S RESPONSIBILITY FOR SEWS 5161LEfY FOR WATER LINES =NDa AT THE WATER METER.
ZONING CLASSIFICATION (PROPOSED) . , PD EXISTING SLIPS = 23 3, ALL UTILITIES WILL BE UNDERGROUND. SIBILITI' FOR SEWER SERVICES ENDS AT CLEANOUT AT THE RIGHT OF WAY. _ ~ GLO CAUSEWAY )ERGROUND. R/W =RIGHT OF-WAY
TOTAL BUILDING ENVELOPE AREA (GROUND) ....25,460 S.F. PROPOSED SLIPS = 28 4. WATER AND sEwER sERVICES ro BE scHED~ .ES TO BE SCHEDULE 40 PVC. PP =POWER POLE o 4ND ENCROACHMENT AGREEMENT IS REQUIRED. LP =LIGHT POLE ~ ~
UILDI HEIGHT . . . . . . . . . . . . . . . . . . . . . . . 44 5. NCDOT DRIVEWAY PERMIT AND ENCROACHMEI B NG 8, GAS/UTILITY EASEMENTS IS 10 IN WIDTH Ar 10' IN WIDTH AND IS CENTERED OVER GAS LINES AS INSTALLED. MSL =MEAN SEA LEVEL SITE ~ ~
NUMBER OF FLOORS . . . . . . . . . . . . . . . . . . . 3 7. TRASH COLLECTION TO BE PROVIDED BY A ;~ER41CE USING ROLL-OUT CANS STORED IN THE GARAGE. PROVIDED BY A PRIVATE NE EASEMEN FFE =FINISHED FLOOR ELEVATION o~ CANTED IN THE SANITARY >EWf:R OR WATERU TS.
AREA IN OPEN SPACE (INCLUDING PARKING) ....100,167 S.F. e. NO LARGE TREES TO BE PLANTED IN THE S 8. ALL ELEVATIONS ARE RELATIVE TO NATIONAL TTVE TO NATTONAL VERTICAL GEODETIC DATUM. EP =EDGE OF PAVEMENT
10. STORM WA1T:R MANAGEMENT PLAN IS REQU 11. EROSION CONTROL PLAN IS REQUIRED. NT PLAN IS REQUIRED. CLR =CENTERLINE ROAD oa'~ o~y ~ IS REQUIRED. FH =FIRE HYDRANT QP~~ ~
12. A PORTION OF THIS PROPERTY IS LOCATED PERTY IS LOCATED IN A SFECIO~L FLOOD HAZARDOUS AREA AS DETERMINED BY THE DEPT. OF HOUSING AND URBAN ~ z 120639600J, DATED: JULY 16, 2003. WV =WATER VALVE = M
DEVELOPMENT. REF; FlRM 3720639600J, DATE 13. A MAJOR CAMA PERMIT WILL BE REQUIRED. TILL BE REQUIRED. GYE =GUY WIRE ~
14. BOAT STORAGE SHALL NOT BE REQUIRET) S ~M OR RECREAlIONAI VEHICLES WITHIN THE OPENS IT BE REQUIRED SINCE EACH LNiT WILL HAVE A BOAT SUP. COVENANTS WILL NOT ALLOW STORAGE OF ANY BOATS ES = ELECTRICAL SERVICE ~'p~ ~ WITHIN THE OPENSPACE. WS =WATER SERVICE
15. A VARIANCE FROM THE BOARD OF ADJUSTh OARD OF ADJUSTMENT TO ':LIMINATE BOAT STORAGE. I = °~9
16. A LIGHTING PLAN NILL BE SUBMITTED AT T 17. THIS PROPERTY IS LOCATED IN A SPECIAL :SUBMITTED AT THE SITE ~'lAN REVIEW. EA EXISTING IRON AXLE S~ poN ED IN A SPECIAL FL)OD H,1ZAFlDOUS AREA AS DETERMINED BY THE FEDERAL EMfRGENCY MANAGEMENT AGENCY. ECM =EXISTING CONCRETE MONUMENT 'Qpy~
ZONE AE REF: FlRM 3720639600J, DATED: JUL 1600J, DATED: JULY i6, 20D3. THE t00yr FLOOD ELEVATION IS 7.0' NAVD 1988 AND IS 8.04 NAVD 1929. = NOT TO SCALE S
Mti ~,w` 18. DEVELOPER SHAD. SUBMIT & RECORD COV USED FOR STORAGE. T & RECORD COVENANTS THAT RE' ERICT THE GARAGE TO PARKING ONLY AND ITS PRIMARY USE IS NOT TO BE x =EXISTING MSL ELEV. 1929 NGVD
19. AL! OPEN SPACE SHALL BE RECORDED IN BE RECORDED IN THE CAR'~ERET COUNTY REGISTER OF DEEDS OFFICE IN ACCORDANCE WITH THE PROVISIONS OF I ~ =WATER DEPTH AT NORMAL LOW WATER (12/02/05) =EXISTING ASPHALT
M~ THE ZONING ORDINANCE. 20, ALL REQUIRED IMPROVEMENTS SHAU_ CONF ENTS SHAU_ CONFORM (0 MOREHEAD CITY'S STANDARDS FOR THE DESIGN AND CONSTRUC110N OF WATER AND 1-,--,r-1
NEWPORT RIVER WASTEWATER SYSTEM EXTENSIONS. oNS. =EXISTING CONCRETE FY THE PUBLIC WORKS, STIZEE=~' MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING CONNECTIONS TO E)(ISTING F-,-~ -
(TRfBUTARY) 21. CONTRACTOR SHALL NOTIFY THE PUBLIC W Mti M~ STORM DRAINS LOCATED WITHIN PUBLIC STORM IIN PUBLIC STORM DRANNAG: EFSEMENTS OR R/W's. L~~-~ EXISTING GRAVEL BASE
22. CONSTRUCTION PLANS AND SPECIFlCATIONS g J~Ah MAINS. ID SPECIFlCATIONS SHALL EE A?PROVED 8Y MOREHEAD CRY PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER =PROPOSED CONCRETE VICINITY MAP
p~~ 23. PAVED AREAS SHALL BE COMPACTED TO 9 COMPACTED TO 95% MAXIMUM DRY=DENSITY EXCEPT FOR THE TOP 6" OF SUBGRADE WHICH SHALL BE COMPACTED = PROPOSED GRAVEL BASE
~ ~ ~ 02~ TO 100 MAXIMUM DRY DENSITY IN ACCORDANCI ~ ~ h m ~ M~ 24. AGGREGATE BASE COURSE SHALL BE TYPE TY IN ACCORDANCE WI1H a~SHI'0 T99. E SHALL BE TYPE ABC COPiFOF'MING TO SECTION 520 OF THE NCDOT STANDARD SPECIFlCATIONS DATED 1990. ~~lC =COASTAL WET LANDS
~p Qp M~4k p~ J= 25. BfNMINOUS CONCRETE SURFACE SHALL BE 3h ~ 5' OPENING 26. CONCRETE 51DEWAl.KS SHALL BE IN ACCOA SURFACE SHALL BE TYPE 1••2 t;ONFORMiNG TO SECTION 645 OF THE NCDOT STANDARD SPECIFlCAl10NS. TALL BE IN ACCORDANCE W1H SECTION 848 OF THE NCDOT STANDARD SPECIFlCATIONS. - • • ~ NORMAL HIGH WATER
pr~• 3Q (TYP} o AM 27. SUBDNISION SIGNAGE SHALL NOT BE LOCA' ~ i o o a~>C9~2s," t CUiSS I RIPRAP TO ENHANCE 28• GRADING SHALL BE IN ACCORDANCE WITH ALL NOT BE LOCATED WITHIN ANY UTILITY EASEMENT. -
0 ~ ~ ~ ~~v O5. 18.45 MARINE HABfTAT IN ACCORDANCE ~ 1990, )CORDANCE WITH SEC110N ?26 "ROADWAY EXCAVATION" OF THE NCDOT STANDARD SPECIFlCATIONS DATED JANUARY 1, ` ~ =EXISTING BUILDING II'_I'I_~~_IJ
Q ~ ~6 k 2 06 ~ ° ~ ~ ~ ~ ~ WITH NATIONAL MARINE FISHERIES 29. REINFORCED CONCRETE PIPE SHALL CONFf 'IPE SHALL CONFORM TO SECTION 310 "CONCRETE PIPE CULVERT" OF THE NCDOT STANDARD SPECIFICA110NS DATED ~ = NEW BUILDING
k 8, REQUEST FOR MmGATION OF A 1gg0, ~ o o o 0 0 o G/; PE$$EN~T6ALL FlSHCHABITAF 30. THE CONTRACTOR SHALL BE RESPONSIBLE - - =EXISTING BULKHEAD BE RESPONSIBLE FOR THE LO(~ATION OF ANY EXISTING UTILEIIES AND SHALL NOTIFY NC ONE CALL
~ ~ ~ 1-800-632-4949) AT LEAST 48 HOURS PRIC ~ ( T 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES IN THE AREA MAY BE - ~ NEW BULKHEAD
o , FLAGGED OR STAKED. ~ y y W j 31. THE CONTRACTOR SHALL GUARANTEE ALL ~ GUARANTEE ALL MATERIALS ANT) WORKMANSHIP FOR THE CONSTRUC110N OF THE ROADWAY, DRAINAGE, WATER - - - - = 75' AEC
``f MAINTAIN A 5' 'v s.a Mti UTIUI1ES AND SEEDING FOR A PERIOD OF ON r ~ y ~ ~ I ~ 32. HYDRAULIC ANALYSIS IS REQUIRED. SEPARATION FROM A PERIOD OF ONE YEAR y@Qk~THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER. M~ REQUIRED. = 30 SETBACK
POND ' ~ COASTAL WETLANDS 33. PARKING LOT "f0 BE STRIPED IN ACCORDAI I ~ ~ y, y y y N, PUMPOUT ,~M 'IPED IN ACCORDANCE WITH THI'i PLAN.
' NEWPORT RIVER =PROPERTY IN HOME OWNERS ASSOCIATION ~M
(TRIBUTARY) =NEW PROPERTY CORNER
~ ~r =~A N,' ' NORF. HIGH,~+AI'ER LJNE ~ ~ I I = ~ pO I' TREATED WOOD WALK z m ~
~ ~ ~ ' ~ ' ' ~ ~ ~ ~ NEWPORT RIVER ~ ~o:,°•~
r~ •y y y y ~ y I~I!'~I'II =FLOATING DOCK OR PIER X owa ~ ~~i w 3Q
~ , ~ ~ o" QO f LIMITS OF~ ~ ~ ~ ~ ~M OC~~ } 3 ~0
~ OASiAI ~ , ~ c Z ' r ~$qCK DS ~ ~ ~
r ~ 4.5' ~ I ~ 3~ coo ~ = o NEWPORT RIVER 3 " ° x owe (TRIBUTARY)
1 ~ ~ - 9 A ~ ~ 34.5' W ~ r' •0 H ~ fA 2 W 3Q ~JJ.
r ~~~1 ° ° OOR'~~,G w e'~ \ ~ o o ILE ~ 'P v ; 2e.o• a ) FW 3 GORING 4.5' 4.5' e a
z u WN PILE (1YP) ~'0~ (A w o
~ ii,'nr.; 280 Q ~ ~,~L ~~7 ~ a 6A' _ W o ° ~ M~ ~ EXISTING
r' ~ ~ ~ ~~r r 26, • G~ ' ~ L 2 ° 3 FINGER ~ ~ ~ .W.II~ 0 ~ c c PIER (TYP) VGER ~ ~=COATING .a (ryP~ ~ 20 ,OCK
~~-Y-,^; ~ r c '~'r,,,, 0 ~ ~ GANGWAY - ^;w--, . r , o ~ L 4 5 ti r' r no ~ 1. ~ Zso ~ p TYP) 5 6 7 - ~ 18 19 ~'4 PROPOSED GATING
S c Nc ~ ~4~,~ ~ rFG~M, o ~ 8 9 I f PATIO (TYP) Y'~~, o 9 'O PROPOSED 28 BOAT CIF? 14 T6 17 DOCK (lYP)
~ „ iI ~ g 1 M ; - ~ ~ ~o, ~ r oo ~v c - ~ 21 L 15 i g E,oar uFr 1 ~ ~ it 12 13 w ri~ J..~J~ ~N ~
~e.o, 4 S CK ' ~ ~ 't1~~ 1 ; II r~. 27 PROPOSED ~
~ ~ ~ 3 ~ u r BUILDI C o PROPOSED BOAT LIFT ~=C~M E30AT LIFE ~ Q V ' ~ ~
~ ~ 0 2 ~ 1, ° DOCK ~ ) m ~ ~ II ~I~IdD, b FIiVGER a , a Gill ~~,,I~~ '0 PIER lYP DOCK a oT~~ ~
3 2 b J i~„~ , ~ ,0' g ,l ji n ( ) PROPOSEC i 26 Boar u~r ~ ,-~a~~ PROPOSED , B - E.X. E,
~ L~ 2s, ~ 1 n° ~ 0 c ~ 26.0' ~ ~ ~ o ~ E gar uFr 23 , I,, , i,, ~M ~ o ~ 5 w M~ , - _
2 i r ~ r ~ I,r 28.0' ~ ~ 0 u3 ss' ~ ~ _ _ ~N r ~H o - a-~~~ ~ - - - c - vS_~
r ~ 7 28 `~.5' ~ 'I.,.:... _ 1 ~ ' ~ 26.0' P 1 ~ . 2s•4. ~ ~ 2e.a' EX, TREATED F~RoPOSED ~ M,~ 25 aoA _ a~ oa- _ 24 x
r 2e,~,' wooD WALK ) . . , ~ EX. TREATED ~ t° _ K t ~ 30' I WOOD WALK ~ = S~-~
NC STATE PORTS AUTHORITY ~ } ;'s p 2s.o' ~ ~ (TYp) _ ~ to _._,_26.0' .._._2s.a' - GANGWAY ~ ~~80' _„_,28.0 ~
H - PIN 6396.18-40-7671 0 2so. ~ w r- i X26.0' ~ N x ~ I O i
r b: s a _ ° v Y ~ a - ;
Teo' ?e ~ _ _ ~ ~ 6 I Ilhl~'~DOCK b.0 SERG POLE ~ I 1 a . -I o 13' ~ x
22' CONCRETE ~ 5 ~ n
DRVEWAY (TYP) ~ 4 H o G ~,a ~ ~ 3 G Pti G 3 i 2
I n
~ ~ UILDING B 1 ~ ~ o ~ o - ~ p ~ a , 0 5 4 BUILDING A _ o ~ _ - - -
D ~ I;
y 4 ze.o ~ n g x 'c~" 3
1 1 26 p 15.4' . , y O~ ~ c~ 13' w , ; . F' POOL ' ' ~y
3 , 2s. ° 1 ~ r , s 2 0 LANDSCAPED " 2e,p~ r 2 '~-..:ETdacic ~ ~ ~ ~ ~ B-2
r I ISLAND TYP ' . ' . ~ . ' 28 ' . ' ' ( ) 1 BUILD D ~ u ~ ~ 1 x 2 ~ ~ ~ 2s.a , RADIO ISLAND ~ . 0 8.0'. p . 28.0 , 2.
zeo N 1 0 ~ _ _ s2 • . U ' MARINA N
I a 2g 0, i - ~~w ~ r.. ~ N ~ . • . ; . ~ " DB 853, PG 511 ~ ' .I ~ - Iq4 CONC. CURB.. . x ~ ~ • . ti -
24 CONC - _ ?8.0• ~ ~ V z v,`~ 0.: N.
~ Gtr i~ LP ?g ~ r 22 CONCRETE i • ~ LANDSCAPED DRNEWAY (TYP) i 'I
~ •0 ~ ISLAND.(~p) J''.'.. ' CL OUSE ~ _
~ 2so' ~ ~ LANDSCAPED ~ _ F 1 ~ 24" Cam,
CONCRETE ( AREA ~ BOX 70,0' ' ~ x-- ~~l GurTER
PATIO (TYP) ~ ~ F VALLEY 1 USABLE OPEN ~ 30.0`
FH ~ Pf PPR~W N 55'44'00" t 82.'~~2' PP 2G4.05' PP ElP 165.00' - EIP 0 ~ P OPP SPACE 150.49' 10.0 T-PER e, „ EI - PP c S 5~ Y5 3? ' 49.98' f ~ R/W PP
IP EWER VALVE GYE ~ -c' TOT W S 55'44 00 ``N 559.5 ( ) PP ~ 55'39'~~~" ~l '79.91' =Ctrl ~~ECM
C
1 WATER
E vAULT _ _ _ _ _ BENCHMARK F - F ~ F F F F _ - - f F - - - _ ~ E F F F F F 9, 'v~, "~~r' R F F E E E EXISTING 8" FORCE MAINE - - ' - , '
E F ~ F F - F - F - - • - F - F F - - r" F ~ ~ ~ -RNLROAD SPIKE IN PP- F ~ ELEV.-7.07 (NGVD 1929) 4 ~ s EXISTING 12" WATER MAIN
~~r w w w w w w w-w w-w w w w w w w w w w w w w w w w w w-w w w w w- -w w w--w w w w w•----w w w w(~w w w--w w w - w w w w w w
Row ~ ~~~~~a;9~i91s6~Pg~~, R/W
RADIO ISLAND DRIVE o®~a®~~.~r~7~,°>,.~s iYl~t~l~ia::~6:i. l.dl.tilff
60' R W 19' ASPHALT PUBLIC) P-~ ( ~ ~`0 ~ rpm `laL. ~,•~~~SS,<g~~;-;,'yy< REVISED: 03 28 06 DOCKS CLM
' NC STATE PORTS AUTHORITY m ~ REVISED. 03/16/06 (DOCK NUMBERS)(CLM)
~ LEASED BY MOREHEAD & SOUTH
FORK RAILROAD CO., Inc. ~ 15' 0 30'
f PIN 6396.19-50-482 ~A.. q. ~ ~ r ~a y,,.~~ - GRAPHIC SC41.E: 1" n ..0 sa6~ y / .y~ ~a
• ~ ' ~ NEWPORT RIVER PINS 6396<19~50-3948 ''~ri ~~~p~~a
(TRIBUTARY) ~~~n~sava~ PINS 6396.18-•4d-8696
- 3O' (DRIVEWAY) 24' (ROADWAY) SHEET: 2 OF 5 C.A.M.A ,APPLICATION PIN 6396.18-4d-9763
'~.00~ ANDNREMOVE WOVEN FlLTT:REFABRIC NOTE: CONTRACTOR MAY USE 5" CONCRETE 1.00. SRE PLAN PIN 6396.19- - # 5d 1840 (3,000 PSI) IN LIEU OF 2 I-2 AND 6" ABC
B ILDIN C S_OT ~ DRAIN " 2" I-2 ELLy. 6 6.50
EXISTING GRADE 5.2C GRADE 6.20 5.95 ~ 1 % MIN. 6 ABC ~ .25 ~ ~ I 1=~ ,
- BURY WOVEN Fll1ER FABRIC - 5,_bi I~,~,~~I 5 57 c o I 3RIC ~ o
12 TO TEMPORARILY PROTECT SLOT DRAIN FROM SEDIMENT 12' pipE - 'OTECT ' a • ' ~ E 5.28. •58 , . 210 RADIO iS 1r PIPE LAND DRNE
Pt~EFABRICATED 12'X6' 1 ° RESIDENTOA3 ' • & BOATING COMMUNITY CATER 12'X6' WOVEN FlLTER FABRIC
TEE WfTH HUGGER BAND INV. 4.4; HUGGER BAND , INV. 4.43 „f CAP W HUGGER BAND
~ REFERENCE. DEED BOOK 306, PAGE 347 D - EED B - ° 20' - s' PERFORATED X57 WASHED STONE AND DEED 732 PAGE 4 OOK 377, PAGE 317,
BUI LNG EXISTING GRADE HIGH SLUMP CDNCRETTc ~ B ILDIN A .LIMP CONCRETE USATED~JEfAl1~lP - - - - - _ _ _ 8 1 OF THE CARTERET COUNTY REGISTRY - - - - BOTTOM ELEV. 4.00 ~ B U
- - - - D,25° EA FORT TOWNSHIP, RET COUNTY N.C. D.25° 0.25' w°o
- WOVEN FILTER FABRIC '
idulYI DEVELOPER: TIDE LINES LLC
r., c•50, ADDRESS: 1450 E ARLINGTON BLVD SUITE A
ELE ELEV. z.o'(!;EASONAL HIGH WATER TAeLE)_ GREENVILLE NC, 27834 PHONE: [phone]

Baldwin and ASSOCIATES SURVEYED: ENGINEERING LAND SURVEYING
RADIO ISLAND DRIVE TYPICAL ROAD CROSS SECTION AND PLANNING DRAWN:EW/pWL/CLM DATE 03/03/06
PROPERTY OWNERSHIP DETAIL ( / 9 ASPHALT PUBLIC) 17jgAGRE51NVII JP APPROVED. JSJ 1015 CONFERENCE DRIVE N.T.S. L E NC, 27858
SCALE: 1"=60' (252 756-1390 CHECKED: JSJ SCALE. = 30
CAI> FIIF- Rneiin lalnnrl/~iwn/f'AMA PFPMIT-3-2G-nr,10-4;.aQU,a r^a_ aai ._1_ _

LEGEND
SEEDING ANG MULCHING SCHED cDI~~TRUCrIDN ULE PER ACRE SCHEDULE AND MIUNTEwurCE PLAI ~tENANCE PLAN
_ _ THE KINDS OF SEED AND FERTILIZER AN ' R/w RIGHT OF-WAY D THE RATES OF APPLICATION UPON COMPLETION OF 1.00' PROJECT CUT AND REMOVE 4" SERVICE BOX TO BE
PP =POWER POLE OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. 1• OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. 'ERMfTS. SLOT WOVEN FILTER FABRIC VULCAN MODEL ~{G8471 WITH HWY 70
LP =LIGHT POLE DURING PERIODS OF OVERLAPPING 2• FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING Lf DATES, THE KIND OF SEED TO BE ESTABLISH GRADE LIMITS AS NEEDED. SITE, PARKING LOTS AND DRAIN ~G8460 LID MARKED STORMa Y EXISTING GRADE OLO CAUSEWA
MSL =MEAN SEA LEVEL USED SHALL BE DETERMINED 3. HOLD PRE-CONSTRUCTION MEETING WffH GRADI BY THE ENGINEER. NG CONTRACTOR, FFE =FINISHED FLOOR ELEVATION NCDEHNR REPRESENTATNE, PROJECT ENGINEER AND OWNER, rPAVEMENT IG CONTRACTOR, BURY WOVEN FILTER FABRIC ~ , • • 6" ABC /
EP =EDGE OF PAVEMENT 4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE, PREPARE SITE OWNER, 92 TO TEMPORARILY PROTECT~~ ,.a " o
CLR =CENTERLINE ROAD LIME.......... 2 T DEMOLITION. ' ~ ~ ~ ONS/AC 5. INSTALL SILT FENCE ALONG PROPERTY LINE AND COASTAL PREPARE SITE SLOT DRAIN FROM SEDIMENT ~ ' • ~ ' ~ • ~ ~ ~ i SITE PREFABRICATED 12"X6
FH =FIRE HYDRANT 10-10-20 . . . . . . . . 6. INST WETLAr 0~` COASTAL WETLANDS. TEE WITH HUGGER BAND ~ FLUSH ~
WV =WATER VALVE ..1,000 LBS/AC ALL AND BACKFILL NEW BULKHEAD. 0-20-0 . . . . . . . . 7. INSTALL SILT FENCE ALONG BULKHEAD. ....500 LBS/AC 8, CONSTRUCT 12" PIPE ' iv , 4" SLOTTED .,TYPE CAP WOVEN FILTER \y~ ' • • . SCHEDULE v ° FABRIC OR 0
GYE =GUY WIRE STRAW M BUILDINGS. ES =ELECTRICAL SERVICE ULCH . . . . . . . . . ...2 TONS AC AFTER SEEDING n n / ~ ~ 9. AFTER BUILDINGS ARE DRIED-IN AND SHE7 HIGH SLUMP CONCRETE X40 PVC ~v
ROCK INSTALLED, I WS =WATER SERVICE ASPHALT TACK,, , , , , , , , , , , , , , .200 GAL TO INFILTRATION TRENCH SYSTEM. / N OF MULCH )CK INSTALLED, INSTALL ~ z rn
EIA =EXISTING IRON AXLE 10. INSTALL GEODETIC FABRIC AND PROTECT SLOT DRAINS. )RAIN . 0.25 0.25 ' v S WOVEN F1lTER FABRIC ~ ~
ECM =EXISTING CONCRETE MONUMENT ^ JANUARY 1-DECEMBER 31 11. INSTALL UTILITIES. ~ = NOT TO SCALE 12. PLACE CABC AND ROUGH GRADE STONE. 0.50' • ~0 r~
50# TALL FESCUE 13. INSTALL CURB & GUTTER. x =EXISTING MSL ELEV. 1929 NGVD Q~' S 14. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRAD WOVEN. FILTER '11,q~
1 ~ _ # CENTIPEDE n E, RE0 _ WATER .DEPTH AT NORMAL LOW WATER (12/02/05) 6 TOP OF SOIL 'NAL GRADE, REDISTRIBUTE 4" CLEAN SAND FABRIC SR Oti ELEV. 2.0' SEASONAL HIGH WATER TAB '~0
~ _ ,~0 50# PENSACOLA BAHIAGRASS 15. FINE GRADE PERMANENTLY SEED ANO MULCH A _ j -EXISTING ASPHALT 500 tE. FINE GRADE PARK LL LANDSCAPING .L LANDSCAPING AREAS. OBSERVATION
0 # FERTILIZER ING LOTS AND PAVE. = EXISTING CONCRETE ~ 4000 LIMEST 17• STABILIZATION SHALL OCCUR WITHIN t5 DAYS OF COMPLETION OI WELL DETAIL F COMPLETION OF SLOT DRAIN PROTECTIO
~ ONE GRADING OPERATIONS. C~.-'.^, =EXISTING GRAVEL BASE 18. ADDmONAI EROSION ANO SEDIMENTATION CONTROL MEASURE MA' N DETAIL
L~__'! - REQUIRED BY NCDEHNER IF DEEMED NECESSARY. !OL MEASURE MAY BE N.T.S.
-COASTAL WET LANDS SLOPa 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
• NORMAL HIGH WATER JANUARY 1-DECEMBER 31 ~y p~ U5 FOUNDARY 5105 VALLEY GUTTER INLET AND 6148 FRAME
-EXISTING BUILDING 75~ TALL FESCUE 1. ALL EROSI L~_~-~-~, NEWPORT R ON AND SEDIMENT CONTROL PRACTICES WILL BE CHECK WILL BE CHECKED FOR 6.20 5.87 5.9 VICINITY MAP 5
_ R 50# PENSACOLA BA STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RP -NEW BUILDING HIAGRASS (TR/B~~IRkj~ BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WI F PRODUCING RAINFALL,
500# FERTILIZER MADE IMMEDIATELY TO MAINTAIN ALL PRACTIC + - = EXISTING BULKHEAD = ES AS DESIGNED. _EDED REPAIR WILL BE TOP OF BLOCK 5.50 ESIGNED. 2
e ~ 4000# LIMESTONE 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BEC ICE WHEN IT BECOMES 1 r- N.H.W 8"
- BH - = NEW BULKHEAD ~ Q~ 0.5 FEET DEEP. - - 2 op ~ 3. ALL SEEDED AREA WILL BE FERTILIZED, RE-SEEDED AS NECESSAR EXISTING GRADE 12" PIPE SEDIMENT GUAGE PAINTED ED AS NECESSARY, AND INV. 4.43 W/ PERMANENT WHITE PAINT
- - = 75 AEC ~ z o,~.~ , ~ ~ MULCHED ACCORDING TO SPECIFlCATION IN THE VEGETATVE PLAN TO I _ ~ ~@Q ~ VIGOROUS, DENSE VEGETATIVE COVER. fATNE PLAN TO MAINTAIN A ~s,o't
- 30 SETBACK ~ , 4• ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED - ~ s~~4r 5' oPENilvc X15 COMPLETION OF CONSTRUC WOVEN FILTER 0'75 X57 WASHED STONE ILl BE REMOVED UPON FABRIC 12 SEDIMENT ZONE
NEW PROPERTY CORNER Q ~ (TYP) ~ TION AND STABILIZATION OF GRADES. 3 ~ o. 0 0 0 GRADES. I~PRAP NL
~ ~ 87°09'21" E CLASS IIRI~RAP TO ENHANCE =TREATED WOOD WALK ~ i~ ~'1" 656 ~ 18.46' MARINE HABITAT ~-ti X57 WASHED 24+ ~
c 5 6 ~ 6~ z o 9 IN ACCORDANCE ° ~ ' 2 WITH NATIONAL MARINE FlSHERIES STONE Q ' 4 m »
® =FLOATING DOCK OR PIER ~ ~ ~ ~ 21 2 0 o REQUEST FOR MIi1GAT10N OF A a.2y ~ ~ a ~ ~ ~ o POTENTIAL REDUCTION OF ~3s 2 PVC 2 PVC WEEP HOLES WEEP HOLES
~r o ESSENT1AL FISH HABITAT 14° 1.6\ 0.1 0 0 `~0- / ~ x5.4
SEDIMENT TRAP DETAIL
~ 'x(3.7) N ~ _ ~L _ _ ~ ~b1AINTAIN A 5' 5'0' ~lJ..~ 5.1 ,~,1,, 24" X 36" INSIDE DIMENSION
POND ~ ~ SEPARATION FROM' ~ 13.a) ~ 1 , 6 COASTAL WETLANDS ~ , x 4.4 ~6.3> (N.T.S.}
~,.s \,---,---1»,_~ ~ ~ ~ "y ~ ~ ~ `v PUMPOUT s.7 s.3> Ix , j ~ ~ss x(5.3) 6.5 NEWPORT RNER ~ ca 9)
x-7.1 x -s.z J`am` (TRIBUTARY
i EIA ' ~ NORM., HIGH ATER ~ ~ / ~ I NNE ~ ~ `x x~x''~,.,~ ~ ` ~ x1.9 ~ ~ "a'1 (s.7) (4.a) ~4.6) ~ 6.2 lL O
->l , ~ rr ; ~ y _ 3.5> NEWPORT RIVER ` Z ~LO;H
i " r ~ ~ ~ PROVIDE TEMP ~a.s ~ J"l~` ORARY TRIBUTARY - z ~ ~ r I • ~ y y; ~ SILT FENCE ALONG ~ (5.1)x X-6.4
~ 3 / x ~ r ~ • . • COASTA WETLAN ' ~ ~ D x 3p. ~ x , ~ • ~ DS 1 0 o UPON THE INSTALLATION OF ~ o Z 00 x o~ cv DRNN DRAIN Z O0 x-s.z w 3Q INLET INLET
_ _ _ _ - ; o I ~ , S r OASTAL ~.7 x-i-1y , ~ ~ I I ,fin ~ HE BULKHEAD INSTALL SILT ~ ~ m {o ~CK ~ ~ ~ S I j o ENCE ALONG 1•HE PERIMETER z ~ 2 O ~l ~ ~ r DS \ , o o OFT - I-[Y.- m;H M~ } (a.e) 3 6" PVC ~ o (4.,m ~ .pp 6" PVC
X.z / ~ ~ ~ i~ ~ 3+ •y HE PROPERTY (TYP) O xx O i / r 3.7 F ~ W - I- d• ~ - r ~ \ 4.5' 34.5' ~ 5. i~ U x 3Q u s.~ ~ m ~ DRAIN 33 mo ~~o NEWPORT RIVER x~4:e)
~ ` l ~ ~ . ~ o x win ;
~ ~ ~ ~ / ~ -y r V ~ o o ° 30 ooRlNC ~ x 4.4 zo ~ ~~M (TRIBUTARY) (s,e) O~ 33 ,M.~
~ I l1 , ~ k0 Z c -5.8 5.6 (4-a> 4z z 5.z Fw GORING ~-8" DRAIN UNE -ss o•z x-S.s Wv=i PILE (TYP) 4.5' 34.0' 4.5' ° ° (3s)
~V ~ ~ ~.l t o ' 1 ~ 4.8) ~ ~ X 10.2) X ~ ~ / ~ d -6.2 r. ~ ~ N l~ /11 r ~liil ~ 2 ~ ~ 3 x o e ~6.0'I` s.fl' N W u ~ (3.9)
~ ~ O ~r~ ~ iii1~!I SINGER
~ ti e k N 5 ~ N ~ ~ o ~ P!~s 4r r '1'l~ ~q n C r ~ - l~.M ~ ~ _ - ; 4 5 3.0 ~ Q N o i p' 5 (as X504 t2s) (5.3~ ) EXISTING x ~a.~) s a.2 x a.s7 FIr`~ER ~ F'~GATING
4 a. ~ ~ _4~4, PIER (rrP) w ,z. t@ 19 20 ~ocK ~ _ k. •4 PROPOSED ~ x 4.4a (p•g~ x-a.! x-3. !p.5~ 4,49
4 I1 N N ~ ' o ~ PROPOSE ~ x ~ ~ ~ -Oj- o i ~~~I, Ifl,,, b o PROPOSED 28 BOAT LIFT 4'89 16 ~ X-4.6 21 ~ 14 15 ,3.z;
l v ~ j N 3 N ~1. ~ ~ L~r i p ~ g ~ BOAi LIF i 4i ~ M O 2 i' x~ x 11, ~ Oak M(gt) d # 4 4 N ~x ; -a.ex g ~ BoAT uFr ~ a M~ ~ 11 12 13 (s.s) ~x ~ ~N ~ 1.8~~
, 4 ~ ~ ~ O r •~2 1~ 4' f N _ 11,17',, 11 PROPOSE 27 PROPOSED x s~! z.9) DRAIN INLET CLEANOUT PROPOSED ~ BDAT LIFE _ ~ ~ ;r-~ 3
~ 0 ^ 1 x~x r,, ~ BOAT ! IF ILDI G N o ~ , r K 80AT LIFT ~l~ O - - ~~r°~~ ~ ~ - RD - - RD - O FIN N _gq ~ _ ,
j ~ o S x` a.i r.~ ~ o.; p N ~~ACk r m GER x I x c.w, 8" ORNN l1NE " ~ PIER (TYPI PROPOSED DOCK ~ :X ea 8 DRAIN LINE 26 ~ R
- ~ 4' 'J.qn _ PROPOSE • ~ _ f~• A ~1.9 163 x"-^x x ~I~'~ I i ~ 80Ai ~iF ~Ik I~ a 5. 5 ~ C.W. 3.W4 PROPOSED BOA i H 3 6 23 ' 5. ~ I K 80AT LIFT _5 'C6., .1 li i ~;.~,I,I'll'~ _-x---- x_..x EX. gUL hC3.D 3.IJ
~ ~ _ ~ ~ ~-6.S x-- _ _ TC ~ ~ 1 3.asx x , x_ x x. x 5.04 / ~ x 3 ~ F-~~_x .~~-~9 ~ ROOF DRAI
P-1 ~ I # , 6.50. C ~'.3 it . ~2.~ l I X4.7 ~ 3,i _ I 3. ~ PROPOSE PROPOSED >t--x-"x a3 N DETAIL ~ PROPOSED ~ Jvl~l 5 BOAT LIFT x ~ r - ~ \
~ ~ • - ~ - _ ~1 ~ , ~ BOAT LIF , _ NC STATE PORTS AUTHORITY k s io ~ ~ ~ ~ ~ BOAT LIFE 24 " 3.71 4.39 4,57 Q ~ I _ x \ N.T.S. x 3s a.de .o asz ` ~ \ I O ~ - I \
z' xr 4 ~i ~ ~ 1 3.8 L~ J k ~I - - ,3.63 g ~ LPON THE INSTALLATION OF I ~ I = 30' \ I g THE BULKHEAD, INSTALL SILT ~ " I
PIN 6396.18-40-7671 ~ ~ ~ . ~2' o ~ o., : I N N O 4` c' I FENCE ALONG THE PERIMETER ~ I 1 Jm-=---`-"' p v K 1'z ~F 1~HEPROPERTY (TYP) ~
J i O 6 N} ~ .Oi b 1 ~ / ~Ai ~ ~ N ^ N N n 4 y ~ I ( ~ " I ~ ~ ~ I x , (1.9 ~ O _3,~ (1•s) a z I
x W N O N x ° I , _A 5 W t o v ~ 5 t ~ ~ W A N 4! ,N 30.82 r. 5~, 1 4,Q. x DOCK " ~ ~ 4. SERV PO I
~ ~ N ~ i ~ ~ 3 N °T o ~ II (2s I ~ ; x d.o ~l 3 ~
; ~ ~.e TC ~ 3 ? 1 ~ ' 7 ~ 2 N c~ cy o ~ 4.° ~ ~ 4 11 i h M 0 p1. 6.20 1 3' ~ T x~ ~ _ I ~ ,~.3 I ING A 8 ~ 1~ ~ c
- ~ ` o 6.20 \ 6.20 1 3. lii!~i ~ ~ 5 ?I ?t ~ ~ ~ ~ 2 ~ m m a,;. a. P S-x~x~~ I~ I ~ I ~ ~ 4 m m ~ I~
~ o ~ el xx2.6 UIL ING >n>~., 4X W ; ~ 11 N -'P ~ I ~ TC ~ ~ a.a \ ~ 4.41°~ 3. ''WS, " J ~ ~ ~ 2 II q N 'sN x ~
`i 4 1N N 0 ~ . ; 3 ` ~J~ti ~ ~ ` h X3(5 ' BO ! - a ~j ~ ~ O ~ x. V " pl 0 f ; _ x~ x~ jar ~ ~ ~ Igo ~ m II ~ v o o _ " np} ; ,fig ~4- 9.2a - 3.9 3~y, N N N N j,~ {0 N -1~ a UPON THE INSTALLATION F Q ~ , a.3 0 0 „S a- o ~ . ~ THE BULKHEAD INSTALL SI T
,n . i, 4' 11 0 r . ~ ~ i /5 or .~w ~ 19x ,~0 as I FENCE ALONG fHE PERIME? R
\ ~ N ~ N ~5 ~ a'~, a .3.9?~ ~ ~ ~ ~ ~ s 4' 4 4 rr c 1 1 TC l 6.50 ~ C ate'", x ~ ' D 3 ; a. x 4 x a ix OF THE PROPERTY (TYP} ~
6.50 , 1: POOL - ~ 3 ! y ~ > . a~ :~~r~ _ ,30' i I
1 N 1 ~ 6.50 ~ ' a X5 / - ~ N ~ I ~ ~ t ? . r,; W A' ~ I I 6.50 ci h I , BUI ING D N s Tc Viz. ~ B-2 ~6.50 rU ? h Z (i ~ ."",,,+6'SQ ~3,. \a.5
- ~ ~ . o• i _ ~ ~ • tt" ' I RADIO I D . .
>~0 x 4 TEMPORARY I ~ OBSERVA110N • f a.7 STORM _ _ W I Tn' 1~ DI DRAIN ELL (TYP) ~ x a , VERkE~4,~1Ti ~ 'TO, E1~':,R 'fY~OVED y 1~ o! x TC ~ DB 853, PG 5i 1
l.... 1 „ ~ INLET x 1 ~y ~~-1, 71, ~ SEDIMENT 4s i ~ ~ I ' , TC I r ~
1 - „ TRAP (lYP) I{ r I ~ 6.20 6 , P ~ 5~ r. 6 of X l'""~-.~,:,`~'~ „r~6 PERFORATED x4 ~ ~ ' s
k ` I, ~ n ~ I TC-~ SEXIST. LP _ TC I ~ k li ' ' , I X6.50 (TO BE REMOVED 6,20_ ~ 6.20 20 ~1 6.70 I OBSE CMP (TYP) X4.3 I _
I V ~ - _ ~ Vii, - ~ ~ x - , ~ ~ 2 SLOTTED i WELL TC _ _ ~ ` TC :6.20 ~ ~ x CLU OUSE- a•s ' F.F.E.-9. 0 "'TP ~ ` _ / 6. » N ~ TC "
BOX - c 5 x!,33 x ~ ~ ~2 \ ~ ~ y ~ ~ ~ <.a xA.34 YC TP ~ 6.78 ~JC_ 12 SLOTTED DRAT 6.
k ? s ~ '1 ~ TC .32 6.76 ~ PP ~ ~ 4ry~,,, 6s s.~1 ~ TC 5.30 l C-1,.30 6.70 io sae 12" c P s.2o ~ , 1 M TC a 6 3 X aoN .A 6 30
R/Y~ U!. ~ •-x~M-K-I-M-1-I-A-X-a-1- I x--I _ ~ • G --x-r•-x-x X -.~~X-y_x~x x~x-x~%-%~%~ - IP , S~ VN.~ GYE - <; ~-x-a-x - 6.3~ _ : TC 0 ~ _ _ _ _ CONC. ~ - ~ ~ k -x x x-x x x-x-x-«-x-x-x-x- ,-z-~. x-x-~-x- T-PED „
E° S 55'00" W 55°.54' ("OT) a.a • "<'s s~ Xa.~ ~ x x z x ~-x-, o S 5545 33 W 149.98' R/W PP 4~
43 ----------3~~----------------------------- °0 - - , - - ~ ~ / ~ i n o ----------t\\----3E--------- - 4.24 ~'-----3F~ ~ 5DX2DX6 EP , , n 4.25 E _ .a e EP x ow S EP 5. ,20~, _1-79, 1 , r, ~A ~a r ACM X' 17 4.2 _ p ~ ,;r
aR - c~a v, _ : R~ ~ T clR a.7~ 50 X20 X6 °~R 4.33 X61 s.s5x - _ , 6.C9x EMPORARY x566 x516 ~ TEMPORARY X4.32 4.33 ~ ~ E7r-------~-~t ------3'~~E ~ ~O~~C. EPA -P a 5D X2D X6 ~7 EP --------x --------------X-- X LP , ' cLas cLP i ~ ~ a.o3, 50'X20'X8" ~ zs a.26 . ` ' ~ ~ . , ,
~ ~ _ JI CONSTRUCTION ~ CONSTRUCTION MPORARY ' CO ~ x cLR >r'~' S ~ ~ a x TEMPORARY ~ ~ ~ ` ' ° ' NSTRUCTION i a.2, i aLOa CONSTRUCTION ~ X6-R xae '
eP E97s`9~ ENTRANCE (1YP) 541 ENTRANCE TYP er' ,_--...__.-.__._.-.__~'-3E5--'----- ------3F-------- ~ ~ 4.30 =6=------------._ - ------3E----------- - ---------~P -----3F---------------- eP ENTRANCE (TYP). , _ _ _ ~P ~ 4.2e 4.40 ENTRANCE (TYP} ~ 4.C2
s.°s R---------~--~c------ ~ _ _ EP EP P-------------CEP----------- EP
WATER VAULT 3.88 3.75 3.5D 3.73 =P P X 4,19 397 4.10 r , , ~
BENCHMARK F~~_.~- - F--F--~----_F _ _-F-FF F F F-~r-~AILROADSPIK~INPP-F F F F-=FF ~F-F- i"~ 1~~ ~t~6'c ~1~~:~ ,y - F F F F F F F
F ELEV.=7.07 EXISTING 8 FORCE MAIN F - F F ~ ~ F F F - F F F _ ~ _ ~ ~ ° ?~/r9.~ ;
W-~--- w---- W w--- w w w w w w w w- w ( ) W W W W W W W W W NGVD ~ 929 W W W W W W W---W W W W W- EXISTING 12 WATER MNN REVISED: 03 28 06 DOCKS° C -w w w--w--w--w w w w w(~w w w w ( LM}
R/W w---w w w w w-w w REVISED: 03/16/06 (DOCK NUMBERS} CLM
RADIO ISLAND D RIVE FH R w 80' s~o'
(60' R/W 19' ASPHALT PUBLIC) P-1 / ceaaHlc scu.~, 3a'
NC STATE PORTS AUTHORITY PiN~ 6396.19-50-3948
LEASED BY MOREHEAD & SOUTH PIN 6396.1 - - ~a~:i1t~) ~ 8 40 8696 ~g8S6 fP~®7~
FORK RAILROAD CO.. Inc.) PIN 6396.18- - ~a ~ ~ # 40 9763 ~,~w~ SHEET: 3 OF 5 C.A.M.A APPLICATI;;;~
PIN 6396.19-50-4822 ~~'r~°'-~sSlq°"~~e>.~ PIN# 6396.19-50-1840 ~ ~ EROSION AND STORM ~
24' a ~;-e~- , ; o ~fAT~P MANAGEMENT P LAN
, L,00' UPON COMPLETION OF PROJECT CUT s ~,~ag
AND REMOVE WOVEN FILTER FABRIC E SLOT • DRAIN ~ f ELEV• 6.50 , ELEV. 6 ' ' ~O ,50
EXISTING GR~4DL` 5.20 I If 5.95 f.1X MIN. 6" ABC 2~ I-2 ELEV. 6.25 2 2" I-2 - ELEV. 6.Z0 , ' ~ ~~"~r°°'
' 6.20 5,95 6" ABC q. BURY WOVEN FLTER FABRIC 5.87 - -1~ MIN. p T ~ A d 0 s" Aec , _ _ EARTH FlLL 210 RADII 1ND DRIVE
12 TO ~ EMPORARILY PROTECT SLOT DRAIN FROM SEDIMENT 12~ PIPE ~ v 5.28 .58~ " ' ~ ~ ~ ~ ~ ~ " n ~ ~ ~ ~ i ~-1I ~ -~,,y~=.,,;1,~t.~ RESIDENrEA~. ~ ~O~TING CoM „ . a. a, ~ I _I I_-_ MUNITY ° it - FLOW IN EXCESS
e i iii PREFABRICATED 12"X6n J ? 6" ` - OF 1.5" REFERENCE: DEEC~ BOOK 306. P
TEE WITH HUGGER BAND WOVEN FLTER FABRIC 12" CMP a I i~ a a a ~ 24" AGE 347, DEED BOOK 377 RIM sae AND DEED 732, PAGE 841 OF TH ,PAGE 317,
iPfV• 4.43 CAP W HUGGER 94ND INV. 4.43 ° ~ ~ ~ sH E CARTERET COUNTY REGISTRY ,a ` ~ ~ FLOW ~ X57 WASHED STONE ~ BEAUFORT TOWNSHIP. ~.d~`reocT nn~
t - 4nivvv~~ i WAbHLU bIUNL EXISTING GaF~_ - HIGH SLUMP CONCRETE I ATED METAL-P - EX. GRA . L - -------BOTTOM ELEV. -4.-00 8• 24• 01
DEVELOPER: _ _ IDE LINES, LLC - - - - - - - - - - - - - EX. GRADE #5 T 7 WASHED STONE
1.00' 4' CLEANS 15" RCP AND WOVEN FILTER FABRIC ADDRESS: 1450 E ARLINGTON BLVD SUITE
INV. 3.00. 20, 1.91 . 43LF 15" RCP A ENV. 2.9 _ sruB OUTS GREENVILLE NC, 27834
G < n ~ c a. . PHONE: [phone]
ELEV. 2.0' SEASONAL NIGH WATER TABLE) 'Q d d
_ • Baldwin and 1 PVC B d ASSOCIATES SURVEYED. JP APPROVE
INFILTRATION TRENCH DETAIL ENGINEERING LAND SURVEYING
N.T.S. AND PLANNING DRAWN: EW/CLM DATE 03/23/06
N.T.S. 1015 CONFERENCE DRIVE CULVERT pAp A GRE NVILLE NC, 27858
(252 756-1390 CHECKED: JSJ " SCALE: 1 = 30
CAD FILE: Radio Island/dwg/CAMA PERMIT-3-7c-na io-.,:_

~ o) 2.a
x(a.e)
_.z.z ~06a J~/v. EXISTING CHANNEL MARKER .-uA x(a.a) 5.8
~ q j~ ~5.4) X-5.6
~./L 6.8 (4.2) AAA AAA
Mti ~4.4) x(5.6) 5.8
NEWPORT RIVER ~,BZ NEWPORT R1VER (TRIBUTARY) (0 5> 7.2 (4.6) (3.8)
X- i.9 TRIBUTARY) (0.5> (0 5)X (a 5) X 6.0 X-52
X ~ x,{0.6) x759 25~ X ~.9 -1.9 s.9
^-2.0 AAA AAA
X53 (4.7)
~ O M~ ~ryA x -s., (3.0}
~ ^ r h~ X-4.4 AAA (4.7)
X-6.1 ~ „(5.3)
~ (r1~P%' S 87°09'21" n.6J AAA X -5.2
0 / ° ° ~ 'lA't' ~ off` 18.46' acs a~ A , (3.8) AAA ~-56~"" 3,7)
. ~ ~ \ .~0.5 ~ ~ i ° o 0 0 Jvll~. AAA x J
Q \ ~ \ y (4.2)
~ \ ~ ~ ~ ~ w< ~ x-5.6 X 5.6 X 5.6 (4.4)
I \ ~ ~ J X 5.4 X 5.8 X -5.3
\ , f~ ,u J, ~ m x(3.7) ~p~~~ ~ V~ ~ ~ 5.1 (5.5) (3.9) NEWPORT RIVER AAA X-6.9
PON V ~ ~ ^ ~ ~ 7~ ~ m l3 ~.~1. (TRIBUTARY) x-s.5
1.8 \ , . ~ ~Hl ~ . ~e _ m m 1 6J /x2.1 ~ ~ _ ~ " m ~5.3) (s.,) (ss) x -7.o AAA
AAA x-s.3
EiA s ~ ' HORMAL HIGH AAA AAA (a.9) ~ x-7., x-s.2 N~
~ 1 ' ' ~ ~ ~ ~xt.9 ~ ~ so.o' NEWPORT RIVER / \ ~ 4.1 / ~ 2 4.8) (5.7) (4.8) m0 ~6.2 (4.9
~ ~ , , ~ ' \ ~ ~ ` I J. (TRIBUTARY) /~r ~3_, ~ 1 I s ~ ~ <LO X-6.3
z.3 y ~ AVERAGE NLW OEPiH = 2.78 <o 'A-~~~~ z Om `-g~5"" ~W x(5.0) Z~W
~O I X3.7 ~ ~ ~ ~ ~ ~ ~ ~ W~ x OWN s.z vl ra.e) 3¢
z ~ ,O ~ m dy ~ ~ ° AVERAGE EXCAVATION DEPTH - t. ~ ~ / ~ 1~ ~ ~ ~ ~ ~ ) z p~~ 3~-- I (a.,~ ~
~ ~ 1 9 \ ~i o o -5.1 ~2 -5.~ X-62
. ~ - ; ~ ~ ~ ~ ~ EXCAVATION VOLUME x y`" ~ ~o ~ • ~ ~ ~ ~ ~ - a ~ o = 390 CY w (a.o) z o0 ~ i0~ ~ ~ ~ _ _ _ y ~ ~ v X-6.4 m ~ (3.8} !45` (3.8} }
r - _ ~ ~ O 52 ~o / ~ ~ sOW'_ (as) x 2> X 5.2 z oo° NEWPORT RIVER
8N _ - ,q st X S.s i , .e> 3Q 1'6 F 2m~J` (TRIBUTARY) (3.6`
s 7a a 3 - ~ _o ~ ~tYp~ AAA X ~'3i x-5.r 3~M
a ~ ~ i 3, 3.a FO / _ ~ ~ / I j ~ r Q AAA -
( a.0 ~ ~ , EXCAVATION VOLUME X-4J 4.4 X 2.
~ ~ x w ; ~ , , a CY AVERAGE NLW DEPTH = 3.76' 6 , - 2. -3 -2,t~.
a z1 ~ ~ ~ ~ AVERAGE EXCAVATION DEPTH = 0.24 ~ w 3 0.24 AVERAGE NLW D ~ x a.6 ~ EPTH 2.59 _
~ ~ .a ~ =~v ~ > 1 ~ J, q 1 , / EXCAV ~,~n AVERAGE VAT10N DEPTH = ~ rzaj ATION VOLUME o~ 1.43
~ 9U 553 CY y'-F° _ ,2 _ x_4.3
- ~ ~ ~ 3. r ~ 4 = g i ~ S.3 _5~1
~ ~ / I ~.a GE N N~ DEPTH = .98 .7 ~w ~ as.o .6` .3 26 x C.q` I S.p x
~ ~ ~ X3.78 ( - , AVERAGE Fl J ~EPTH , 1 x ~ ~l EA 0 ~ - ( 4.7) ,5 / 1 5. 5 C.W. GW. ~ . `6.1 45. ~ \ / ULK NEB 3.76 3.74 P
LED V ~ -e_ 3. 5x _ _ _ x s.a .x i ~ 7 ~ I , s BH H B EX. B k3s c.. r ~ 3.3 4.27 X X3.73 a 5.04 3.73 ~
1440 Fl ~ x x . i _ LL To av s.o 3 ~ X3.63 ' _ ~ ~ 4.9x 4.9 i I 1 3.3 3.71 6£~ X 2 3S ~ ~8 j 13.83
4, X ~ ~ ~ ~ 8 / / 4.39 4.57 ~ .{5 a.84 ~ } TION VOLUME x 3• a.d a.52 ~v 1 I
\ - -q' 3.6 _ .oo ~ EXCAVATION VOLUME ~ x3.. 196 L ~ i 4. ~ / 4.07 u 196 CY o ~ AVERAGE NLW 0 ~ ~v 1 ~ EPTH 3.09 , (3 ~ ~ o ~ 1 m
~ ~ NM Al CO y ~ ~ (z ~ a AVERAGE EXCAVATION DEPTH = 0.91 ~ m - ~ l
ENS 4 ~pa 'S, ` 3, X 1 I / 3. / ~ Ix 3 / ~
~ 3.95 ~ 4. 2, `m \ I W 4.4 2 s~ x ~.o
Q a a ~ '79 _ o ~ s7 00 6a ` _ -a ,2 z o / 1 1
s} ~ \ XS.73 ~ ~ I / \ 7x 2^.,` .9 3.77 ~x ~~B .OW - 11 ro. o / ~ g x ~ ,,,~8 TT to cp ~ 1
I ~ I ~ ~ U3 ~ 3. ;C'~ X 1 4.39~~ 0 a ~ fp \ ti \ Z 3.,Q~}.9 q om _ WA i.
4. ~ 3. 75 0 3.,~1" . 7 _ _ _ 42 CY FlLL TO ~ - a- 3.6s -a. j m x4s x 4 O L TO 3 i i ~ ~
a. ~ ~ / M t0 /I X 3.8Cx ~V. 5.0 ~.82 / -1~ I .9 v 5.04 X 1
5 / ~ / f z ~ AVERAGE NLW DEPTH = 1.26 ~ Av 4~3 v 7 .97 271. . 3 . X 4.3 .2 ~ CO :Pl'H ~ 1.26 - > B Fl / x < ~ _ _ 4., _ ~ i ~ ~ 4 ~ 7 ~.CS 2 ~ ~ ~
Q ~i \ X X X ~ _ - z ~i \ `x X X X X X x X X X X X Xr X O 46. X4.4 r X 4.8 ~,.N ) X X V x : 4.32 x~).- \
~ ~S D SILT NC ~ I ~ X - x x ~ ~ 4
U \~i 2x \ W Z ~ 3 ~ W l \ ~ ~ ~ ~ W _ B- 4( .QO s 3 Xaa 2
x _ \ ~ ~ d7 43 47 ~'S v ~ .6 z ti N ~ N RADIO ISLAND
x~ x ~ a.s \ ~ \ ~ MARINA
x'' p ~ ~ roc ~ \ / 2 e c+ ~ DB 853 PG 511 / 0 as coN .
5.1 \ 5 \ S ~It. ( J ~ ~ \ / y ~ / 4.4 ~ ~ x ~
_ ~ \ ~ ~ 3 X4.3 ~ ~.6
,5 ~ x \ 5 B~ - 5.1 .33 O 4.6 / 1 I/
x ~ x z Ja 5. 5.9 < \ q 8X ~ 32
GYE X X X X X a 44.05' XE X X X X X X ~ 5, ~ / Jf a66 ~ X aONC.
GYE \ _ -fg'S' X X X z"a.~ X -X X -4, E 93 EP \ ;'o ' ~_X X ~ 5.0 CONC. Xa.7 - ~ xs x o~~ x434 T-PED
° x .55'44'00" W ~~,,9.54'(TOT) a: xa.3e f~"~-_ \ gP x _ o c. 4.a o _ ._._f R/w
ClR V - . ~ - - ~C, Rv ~ 5.70 A \ EP xa,2e e.25 xEP 5.95X --6--_ 6.09X ~ CLR CLR~1 q.76 CLR 4.33 4 aPS S 55'39'XOw W 179.91' _ X~ X x a.n c.2 EP 4P ~i~ ` CONC. EP ~V 4.48 EP X 3.99 x X CONC. tP 4.01
~ ~ ~ _ x5.66 XS'~ ~ XA.32 EP ~ Ea EP 4,67 EP\ 382 1 x a.06 ~ X a.3~ CL45 / ~ 4.0 i \ Ep z x EP
x5.97 5.9 "X 5 41 ( X \ EP XCLR C,-S / 1 I CLR 4.25 4.26 a ;"r'1 •r'',, 4.32 XCLR Xa 4 \ a.08 EP 4_'-i/ x404 \ XiM XCLR ;i
EP ~ k .30 5.09 4.15 EP \ 4.15 'Xq~2k XCLR ~ ~ X X 4.02 \ 4.40
x x \ EP EP Ep xEP X 3.88 3,75 3.60 3.73 ~ ~ x EP
RADIO ISLA ND DRIVE 397 P 4.13 4. L:
(fi0' R/W 19' ASPHALT PUBLIC ~gri.yt
e ~ `~'~i~:C.1~Li ~.iEi.3 ~~~V ~~~I'~ ~

P-1
R/W
NC STATE PORTS AUTHORITY (LEASED BY MOREHEAD & SOUTH F ~r'~,,- is ,~x • h t; , .
ORK RAILROAD CO., Inc.)
PIN 6396.19-50-4822 SHEET; 4 0 PIN# 6396.8-40-8696 - F 5 C.A.M.A. APPl~ICAT?(~N
EXCAVATION PIN# 6396.18-40-9763 & FlL!_ PE.AN PIN# 6396.19-50-1840
SQ~gy848~k8P9lId8g~ /i
~~~~®~~~,,~,qR~®~~®~ ~ 210 RADIO ISLAND
~~,~,s!® SIDENTIAL & SORTING CO ~ ~.~o ~ p MMUNITY

` ~ ~ ' ~ REFERENCE r~r= ~ ~ ~ S -a $ ~ :DEED 8..,,~~ 306 PAGE 347 DEE ~ ~ ~ x PAGE 3:? OF` ~'i-;E CAPTER ~ D BOOK 377,
i ',~`-3t 4~ ,y ET COUNTY REG ISTRY
i. r` ~ , Aces ienorr °rnau?~ro o~.,
kco ~n vnn~rnr, UAKTERET COUMY
I~,pagPt~®g~°~ DEVELOPER:
TIDE ONES, LI_C 9gB!&BPA6 ADDRESS: 1450 E ARLINGTON BU''D ; ~ TE A
' GREENVILL N
AREAS TO BE DREDGED / FILLED 2; 7 u4 PHONE: [phone]
1°=30' Baldwin ana as,,
B sOCIAns SURVEYED: JP ENGINEERING LAND SURVE~IN APPROVED. JSJ
AND G PLANNING
1015 CONFERENCE DRIVE DRAWN: CLM DATE: A GRE NVILLE NC 2 03/29/06 7858
(252 756-1390 CHECKED: JSJ SCALE. AS
SHOWN
CAD FILE: Radio - 11- ,r, o Island/dwg/Tde sines-Details.dw

NOTE,
---44' ABOVE GARAGE LEVEL ELEVATIONS ARE MEAN SEA LEVEL NGVD 1929 =DEPTH BELOW NORMAL WATER LEVEL
~t ~
DUSTING GRADE PROPOSED GRADE a
0 ----------X11-'7t~-,., j~
SLEEPING LEVEL ~ CONCRETE ~ ~ N DEADtdAN i. NHW
O
NEW CORRUGATED p PVC SHEET PILING WALE I BULKHEAD
C L INLET DRNE LIVING LEVEL 6' BOARD / WALK FACE OF BULKHEAD
GROUND FL. ELEV. 9.20' b ELEV 5.0 TIE ROD M EXISTING BULKHEAD
R/W R W SOUTHEAST GARAGE LEVEL ELEV. 7.20' ~ / TIMBER PILINGS III - s NLW
FILL 2' MAIN DOCK 40' FlNGER c PIER o _ ~ ~ o
` _ _ CLEAT M , 6 NHN - ~ - EXISTING GRADE NEW BULKHEAD NHN
/I 40' - o - - NORMA 0 WATER 7ER
EXISTING WALL L - - - - -
5.0' NEW BOTTOM EXISTING 80TTOM OM III=III ,III-- BULKHEAD DETAIL ~I-I~~-~
EXIST. ELEV. -4.3 (2.9) SCALE: N/A
SECTION 'A'
SCALE: 1"=20' EXCAVATE TO A DEPTH OF 4.0
AT NORMAL LOW WATER 45' OFF OF NEVf BULKHEAD
NOIE: ELEVATIONS ARE MEAN SEA LEVEL NGVD 1929
=DEPTH BELOW NORMAL WATER LEVEL
C/L INLET DRNE 6' BOARD FACE OF BULKHEAD STA. 0+00 WALK ELEV. 5.0^
F/E 4.32 TIMBER PILINGS
R/W R/W SOUTHEAST
FlLL 2~ MAIN DOCK MAIN DOCK T CLEAT (TYP) a
- - - - g' CLEA g' M NHW 55' PLATFORM 40' PIER XISTING GRADE ~ Ip
PA EXISTING BULKHEAD I _ _ _ _ _ _ _ RKING LOT 55.0 - NORMAL l WATER
EXISTING WALL L,~ - - _ - - -
5.0' NEW BOTTOM EXISTING BOTTOM I
I I u
SECTION ' ' B w
SCALE: 1"=20~ EXCAVATE TO A DEPTH OF 4.0 ti f
AT NORMAL LOW WATER 45' OFF OF NEW BULKHEAD.
r
FTC
PIN# 6396.18-40-8696
SHEET: ~ OFD C.A.M.A. APPLICATION PIN 6396.16-40-9763
DETAILS PIN 6396.19-80-1840
210 RADIO ISLAND DRIVE
RESIDENTIAL & BOATING COMMUNITY
REFERENCE: DEED BOOK ~Ca~, ~~~aGE 347 DEED BO 7
~ ,g,I . ~ ~ OK 37, , PAGE 3; . 0: , ~P? FRET COUNTY REGISTRY

o~~y~ BEAUED ~°Ot~NSf~iP, CARTERET COUNTY N.C. roo°~~~ C r~ ~
~s <<.
®TEkDEE R: TIDE LINES, LLC
1450 E ARLINGTON BLVD SUITE A
t _ GREENVILLE NC, 2"834
a w' d [phone]
d ~n and
aldwl AssoclAlEs SURVEYED: J
P APPRQVED: JSJ SURVEYING
AND ENGINEERING 'PLALAND NNING D
1015 C RAWN; CLM DATE: 03/29 06 ONFERENCE DRIVE / REENVILLE NC, 27858
252) 756-1390 CHECKED: JSJ SCALE: AS SHOWN
CAD FILE: Radio Island/dwg/Tide Lines-DetA'IQ riWn

(4.1) HVr'f 70
6.5 (5.5) s.a) CAUSEWAY
X 6.9 x(6.8) ~6.3) 8.2 7.7 ~s.z OLO R/W =RIGHT-OF-WAY ~
PP =POWER POLE z
ITV 1 W ~1.2) 2.6 (t.0) LP =LIGHT POLE SITE
PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA A5 X za (72) THIS x ss x 86 MSL -MEAN SEA LEVEL p
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, ZONE AE ~(s.s> FFE =FINISHED FLOOR ELEVATION p ^-7.9 EP =EDGE OF PAVEMENT
• LY 16 2003. the 100 r FLOOD x;59 ~ REF: FIRM 3720639600J, DATED. JU y pR~ pay s CLR =CENTERLINE ROAD ~o~ ~
ELEVATION IS 7.0' NAVD 1988 AND IS 8.04 NAVD 1929. ,,(q•e> FH =FIRE HYDRANT ~ z ^-6.2 - 2 rt
(a.e) ~ o) WV - WATER VALVE 0
X 22 2 4 ~5.4J 6.8 GYE =GUY WIRE ~ `5'.1) ES =ELECTRICAL SERVICE Gpp,, 65 "V'
WS =WATER SERVICE '~q~
EIA =EXISTING IRON AXLE sR ~N
.0) 2.4 J~AJ~, .M.~ - I G CONCRETE MONUMENT Ro ECM - EXIST N 6 q0
= NOT TO SCALE x =EXISTING MSL ELEV. 1929 NGUD
x(1,0) ~5qe O = WATER DEPTH AT NORMAL LOW WATER (12/02/05)
2.4 l~.I~ x-5.6 =EXISTING ASPHALT
x(o.e) ~(o.s) J..hl. -2.2 2.0 (2.9~ - ~5.4) 4.2 t r~.,~,~
-4.3 MJ\ 6.8 I ^-646 L;~~~~~ j =EXISTING CONCRETE ss =EXISTING GRAVEL BASE
EX1571hG CHANNEL MARKER ~5.a, (3s) _ VI P
zz (a.e) x-5.2 _ TAL WET LANDS CINITY MA X fi.c ~1V~ COAS
(D.5) (4.5) - • • • - = NORMAL HIGH WATER
X-L9 X 5.9 (0.5) (Di 9X ~t..~ I"~•`•~'7 -EXISTING BUILDING
NEWPORT R~~R ,~°zso X ~~s (4.7> e~~ EXISTING BULKHEAD
(rRre~~R~~ 9 x(3.9, J.J.J\ A,M. 5.3 x -s.1 ~ 8H NEW BULKHEAD
(4'7) - - - = 75' AEC
8 X-6.1
2 ~~~G1 ~(s.3) 30' SETBACK X ~~:a) JJ.J~ s.7
(3.7) ~5.2) X --5.1 6.6
S~(V 1.5 ~j '0.5) .~1J\
^i ~ 3~ 34, S 87°09'21 ° E >t,.9
~ „ F, r~ 6S0 , 2„ E 69. X8.46' ~ xs -0.5 '~6 28,6 43 E N 44 53 ~ ~4.2) -2) X i.6 ) X-5,3 (4.4 (3.9)
X 5.6
~ ~ \ I~~ ~ 0\ ~ X5.4 \ _ (5.5) X-6.9
16~ 1 ~ y ~ EXIST. MOORING s.7) ~ \ y X-6.5
\ - _ ~ ~ J~Ati PILES (TYP) 5.t I J~ 5.3) Vin,`- y y_ ~L__-dr~` ~L ~V~~-~'` y' I ° 0~ (aa ~s.7 ~5.3) - X-7.17
PONO ~ 1.3X +.6 ~ ~ V I ~ ~ ~ ~B 5 6 7 X-6.3 ~5.3) (4.9) 6.5 NEWPORT RNER X -6.2
IX ~ ~ _ I I 1 ~`J"~ (TRI6UTARY) x-5.;) (4.a)
~ ~ 4 6) ~ (4.9~ . ~6.2 Ll0 X-6a
tE;A NOR NIGH ATER I I I ~ - Z ~07;H
i L ~ ~ j ? ~ ~ I ~ a 2 x(3.5) ~GI/PVI'<~ !S ~J~ X-6.4 ~ M (5.1)X (5.0} ~ ~~N -6.5 Q
_ f .`v%, y ~ w' ~ w ~ \~k I - 4.9 (TRIBUTARY) ~ I ~o x-s.z 3
_2
2 3 LIMITS OF ~ ~ 1 \ i , I I J`~J. tq o x 1 ~ ~ x,.7 V 1Y . ~ ~ ~ CLEANING - 3 _ _ _ \ COA5iAl ~ 5.5 Z 0] ~ X 6.2 ~ o'w,~ x- ~ moo: o NEWPORT RNER (4.6)
~ r,t ~ r ~ WETLANDS V 1 ~,o,l 1 STATION ~ 3W.} 10' ~ G \ 3 ~ 6~ ~ I (371 Q 33 ~ oFn (TRIBUTARY}
X.2 ~ ~3 I ~ - ~ \ ~ Q j - -5.i y~ ~,r,1 ~ / l 1 (STING FENCE A ~ ,io_~, ~ x (4,D) (3.8) 5.2 (3.6)
r ` ~ 1 !I ~ (T E REMOVED) : j • ~ ~ f .3a _ `J X5.4 i (a.a) (4.b) (4.2) X-5.3 -5.0 -5.8 5.8 (3.9)
k I I ~ 1 _ C \CRE?E X (D.2) ~ ~ X (0.2) X X 4.J EXISTING (3.3) ^ `
cb ! ~ t i ~ ~.y ~ -s.2 I I ~ i ~ i \ ~ ~4.a - X-4.7 x-6.0 ~4.0) (2.9) (6,7) OC~XNG (4.6) 5.4 (2•g~Q4,2 x 4.67 ~ ~
~ 5 I C I i 1 ~ 374 \ ~ ! ~ / o- ~ ~ _ ! -RAMP J.J~.1~ -6.0 4.53 4.58 x ~4.7 ~ 35g 0 (p,gi
^e 1 m 1 s.X ~ /gyp '.74 use 0 4 ee (2. 4 0 0 C~ 0 0 0 -a.9 xas J~JJ~ x (3.z)
3 ETBAOK k / m~ / ) f.':~':~-_ - _3. J~J..I -30,5 ; g0i < ~ ~ 4c
hIJ~ ~t.61 V x-3.6 (2,9) X X-4.3
~ ~ - ~ ° - k m f e r I ~ I G V `7 1 .11 ~ a a.a DOCK ~ 7' - _ , - J..ti/. (7.1)
~b I m I I .I~ ~ ~ I ~ 1"~ 1-STORY a_L,~ 1~3 {3.3 C.W. hJJ. -a.a i (iE ~ ~ ~ ~ ,,z X3.ac
~ Z h m Il ~ Il ~ i 1 I O ~ { ~ 1~ i a d~ I -~'x ~ `~3 '3.5 r kc~ o , ' 'tr h. FRAME SHOP.,:.{ x . ) 4.D 4/~ I m t a•<I d a; ..t......: (TO BE 1/ I z.7) X4.9 ( ) i~ 9 r 4 7xJ~ / 7.59 6. 9 4, 8 x 5, 5 3:76 3:74
= 1 / L ~ I ~d ~'r::':. o.~". b E ~}.a I ~-4.1 (5.3) -5.4X I f•:r::•. REMOVED) u~.l:;"aT I ~ -s.7 _ _ I I . ~ a (~::!•iA':. .r.~~ ;:I d . .4y 1.9) (5.3 I - ~[a (5~~~ x 4.58 HE~ F 4.57 4.45 4,4 -b. 4,4 4 CV BU(- /y„ i r.I Ib 5,04 / 3.73 _ x6 ~ 11111 ~
_ I /I 4 I I?iit?r:c.'ri.?::'i:''r:r;4s ii{:::'::~tr.:~ ~ a I I 3.3 I,' p (D,6) .42 45 2.26 i , ~ _ :.:8 49~ O 0 -2.1 .6Z - ~ ~ ~ ~ ^ ° G { .r~) ~ ~ 3.83
r l d~. c i ('.~,...:}i:' c .~~I - ~ '23) 83, 3.85 ~r r~ / J ~ E x ( 1,,..f ~ 37 I'a,~' s7 3.. 3.6 ~i.a) 0 Q ~ a ~ ~ 1.52 , ` . d ~ I. "".I \ 0 .36 3.71 ~ 4~7 J.SA ~ 58 ~ 4.84 X ~
~ i 3'. I a2 I ~ ~ I a LPG ~ - x~ 3 ~ ~ ~ s3 GRASS ~ ~ _ ~.r - J~ ~ I I' 4;~ 4s 1~ GRASS ~•a) 0 0 .4.39. 4 ~ c _ `_J EXIST. MOORING SEA WALL-~~ `d . I ~.o ~sz d ~ \ IG G O
.T \ ~ ti - AREA ( P- ~ ~ d ti ,3, ~ - EX~ Ar, .1 LP AREA 3.s 6 PILES (TYP) 3 ~~IX4. d ~ (o ~ 1 a ~ ~ a~0 - - - ~
1 .~S70RAG i39 ~ ~ a _ f -L_, r 4 ~ 4.5 3.6 - . - .83 STATE PORTS AUTHORITY ~/~N E,,.,,;3 ;o-~ = ~ '87r NC ~i NIT~~ ,~1, . ~ ~ , ~Tq>sE r,4D . ~ ~ k~-' ~llv~,~•~39 3 i;, f ~ ° - ~ - p~ (3.a) c f3r. f7 ! ' ~~'I z.3
PIN 6396.18-40-7671 ~ , 75' ~ CERN), ' @N ~ 4,,, o - _ . EX CON ~ _ - NMEt{TAI. ~ ~ ~ 'a ` ES E' EMIIRO I Y.; 1 -31 DOCK- (1s) ~ ~ ~""~1- c SERV POLE _ ES ES -3,3 l f~".~ d ~ x~.a ES 7 0 8 (TYP.I ~ ~ ° d ~ d ~ o
c 132,2..:....}.:1 -t. b -1, ( -4~ (2.3 E557 ~ .d t ~ ~ X4D G ~a,;c:
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EP -..------~--3f.97----------------- 1 p- _61 3.88 3.75 3.97 4.0 EXISTING AREA = 2.732 ACRES
- F REVISED: 03/28/06 (DOCKS),;CLM)
BENCHMARK - F F ~ F F-= - ~-'-RAILROAD SPIKE IN PP- F F F F f F- F - F F E E- EXISTING 8° FORCE MAIP~~ L~ F F E E F F F F r" F _ REVISED: 03/16/06 (DOCK NUMBERS)(CLM)
F F F r- E~ E F ELEV.=7.07 r _ (NGVD 1929)
30' 15' 0 30' 80' 909
- R/W ~ , GRAPHIC bCALE 1 ~ ~0
RW i RADIO ISLAND DRIVE PIN# 6396.19-50-3948
60' R W 19' ASPHALT PUBLIC) F-1 ~ ~ PINS 6396.18-40-8696
NC STATE PORTS AUTHORITY SHEET: 1 OF 5 C.A.M.A APPLICATION PINS 6396.18-40-9763
LEASED BY MOREHEAD & SOUTH EXISTING SITE FACILITIES PIAN - - PIN# 6396.19 50 1840
FORK RAILROAD CO. Inc.) PIN 6396.19-50-4$2~
210 RADIO ISLAND DRNE
RESIDENTIAL & BOATING COMMUNITY
REFERENCE: DEED SOCK 3t;G, PANE. 347, DEED 800K 377, PAGE 317,
AND DEED 73", i'AGE )~41 OF THE CARTERET COUNTY REGISTRY(
BEAUFORT TOWNSHIP, CARTERET COUNTY, N.C.
~ oEVELOPER:ITDE LINES. LLC
tit, LDDRE 1450 E A RLINGTON BILVD S' MITE A
L GREENVILLE NG, 27834 Irv
- [phone] a %
Baldwin and ASSOCIATES SURVEYED: JP APP
" ENGINEERING LAND SURVEYING AND PLANNING DRAWN:
1015 CONFERENCE DRIV/DWL/CLM DATE: 03/03/06 E
r!(AA ROVED: JSJ RE NV(LLE NC, 27858 252 756-1390 CHECKED: JSJ SCALE. 1" = 30'
CAD FILE: Radio Island/dwg/CAMA PERMIT-3-29-06/Radio Island Site-CAMA dw