HomeMy WebLinkAbout20050238 Ver 1_Complete File_20050124
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DEPARTl\,IENT OF THE ARl\1Y
WILl\llNGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF:
June 22, 2005
Regulatory Division
Action ill No. 200500376 and State Permit No. 51-05
Christopher Piner
Post Office Box 25
Williston, North Carolina 28589
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JUN 2 9 Z005
DENR - WAilJ': QU;'.LI iT
\\'El1JINDS N,D SiOr\M\'IAi[f( 6i\N,CH
Dear Mr. Piner:
Reference your application for a Department of the Army permit to perform maintenance
excavation on a 1500' x 20' section of an existing man made canal, excavate an 80' x 45' upland
boat basin with three boat slips covered by a 30' x 60' roof, construct a 19' x 15' boat ramp,
bulkhead three separate areas totaling 767' and constructing four boat lifts in a man made canal
adjacent to Core Sound, in Davis, Carteret County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
-objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan (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. Such action 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 (910) 251-4930.
Sincerely,
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Henry Wicker
Regulatory Project Manager
,
Enclosure
Copies Furnished without enclosure:
Mr. John Dorney
Division of Environmental Management
NqJtl1Carolina 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
Ms. Tere Barrett, District Manager
Morehead City Regional Office
North Carolina Division of Coastal
Management
400 Commerce Avenue
Morehead City, North Carolina 28557
2
Permit Class
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Permit Number
51-05
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Conunission
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for MAY 2 5 2005
X Major Development in an Area of Environmenbt~oncem
- pursuant to NCGS 113A-118 \i'ETWIDSNi~1~~~I~CH
l Excavation and/or fllling pursuant to NCGS 113-229
Issued to Christopher Piner, POBox 25, Williston; NC, 28589
Authorizing development in Carteret County at Adjacent Core Sound, Off Hwy. 70. South
Harbor Road. Davis , as requested in the permittee's application dated. 9115/04 (MP-I & ~1P-..,) & ~
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l/13/05 (MP-4), including the attached workplan drawings (6),5 dated l/14/05 & 1 dated 7/l/04 ~i
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This penn it, issued on iVby 1 0, 200~ , is subject to compliance with the application (where consistent ~
I with the pennit), all applicable regulations, special conditions and notes set forth below. Any violation of these tenns may ~
* be subject to fines, imprisonment or civil action; or may cause the pennit to be null and void, *
~ Shoreline Stabilization ~
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~ 1) The authorized alignment of the permitted bulkhead shall be staked by a representative of the Division I
! of Coastal Management within a maximum of 30 days prior to the start of any construction. j
,~.. 2) The bulkheads shall not extend waterward more than an average 2 feet from the normal high water level ~
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~ 3) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the i.
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:( (See attached sheets for Additional Conditions) ~
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~ This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the }.
~ other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission, ~
*- date, An appeal requires resolution prior to work initiation or ~
:i. continuance as the case may be. ?
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This permit must be accessible on-site to Department
I pmonnel when the project is inspected for compliance. '. ~ l<,-!J /-cLt.:,.-:!. , !
{ /' €harles S. Jones, Director ~
{ Any maintenance work or project modification not covered nivision of Coastal Manaooement r
t hereunder requires further Division approval. t.
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~ All work must cease when the permit expires on This permit and its conditions are hereby accepted. ~
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In issuing this permit, the State of North Carolina agrees f
~ that your project is consistent with the North Carolina Coastal ~
1 Management Program. Signature of Permittee ?
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Christopher Piner
Permit #51-05
Page 2 of 4
ADDITIONAL CONDITIONS
4) The backfill material shall be clean and free of any pollutants except in trace quantities.
5) All backfill material shall be obtained from a high ground source and confined behind the pennitted
bulkhead.
6) No backfill material shall be placed within 30 feet of the nonnal high water line, except that which shall
be used to backfill the area behind the permitted bulkhead.without permit modific~tions.
7) No fill material shall be placed at any time in any area outside of the alignment of the fill area indicated
on the workplan drawings.
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Excavation
Excavation shall not exceed -5 feet below the nonnal low water level. In no ,case shall the depth of
excavation exceed the depths of connecting waters.
The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands shall not be authorized, except for that which will be used to backfill the permitted bulkhead,
10)
In order to protect juvenile finfish resources, no excavation or filling activities shall be pennitted
between the dates of April 1 and September 30 of any year without the prior approval of the North
Carolina Division of Coastal Management in coordination with the U,S, Army Corps of Engineers.
11)
All excavated materials shall be confined landward of the normal high water level elevation contour
within adequate dikes or other retaining structures to prevent spillover of dredged materials into any ~
vegetated wetlands or surrounding waters.
Docking Facility
This permit authorizes only the docks, piers, and other structures and uses located in or over the water I::
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this docking facility without pennit
modification. No non-water dependent uses of structures shall be conducted on, in or over public trust *
waters without permit modification.
The boathouse shall not be completely enclosed or have side coverage more than one half the height of
the side, from the roof waterward,
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The authorized structure and associated activity shall not interfere with the public's right to free I I:"
navigation on all navigable waters of the United States, 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
for reason other than safety.
The roof of the covered platform shall not be designed for second story use.
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Christopher Piner
Permit #51-05
Page 3 of 4
16) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee shall not be relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
Boat Ramp
17) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
wa.ters of the State or wat~rs that will enter waters of the State.
18) The authoriz"ed boat ramp size shall not exceed 19' x 15' as referenced in permit application form MP-2
dated 9/15/04. .
NOTE:
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Sedimentation and Erosion Control
An Erosion and S~dimentation Control Plan shall be required for this project. This plan shall be
fil~d at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plrin to the Department of Environment and Natural Resources, Land Quality Section, 127
Ca,rdinal Drive Extension, Wilmington, NC 28405
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.)
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The pemiittee understands and agrees that, if future operations by the United States requires the *
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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, relocation, or alteration,
General
The construction and/or operation of the authorized facilities shall not directly result in any closure of
any waters that are open to the taking of shellfish. Any such closure directly attributable to the
authorized facility may require that the permittee undertake remedial actions to remedy the situation.
The West Indian Manatee (TrichecLls manatlts), which is listed as a federally endangered species, has
been reported in North Carolina waters, 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 \Vest Indian Manatee in North Carolina" shall be followed.
23) No vegetated wetlands shall be excavated or filled.
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Christopher Piner
Permit #51-05
Page 4 of 4
ADDITIONAL C01'.'DITIONS
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 (252) 808-2808 prior to the commencement of any
such activity for this determination. The permit1ee is further advised ,that many non-water
dependent activities are not authorized within 30 feet of the n~mna1 high wat~r level.
NOTE:
The N.C. Division of Water Quality has authorized the proposed project ,Under General Water
Quality Certification No, 3400 (DWQ Project No. 050238), which was issued on 2/21/05,
NOTE:
The D.S, Anny Corps of Engineers has assigned the proposed project COE Action Id. No. J
1',1,:,
20050376.
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bS -02. '~(0
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh. North Carolina 27636-3726
February 17,2005
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Mr. Henry Wicker
U. S, AmlY Corps of Engineers
Wilmington Regulatory Field Office
p, O. Box 1890
Wilmington, North Carolina 28402-1890
Subject: Action ID #200500376, Chris Piner, Carteret County, NC
Dear Mr. Wicker:
This lctter provides the comments of the U. S. Fish and Wildlife Service (Service) on the subjcct
Public Notice (PN), datcd January 26, 2005, The applicant, Mr. Chris D, Piner, has applied for a
Department of the AmlY (DA) pennit to perfoml maintenance dredging on a 1500-foot, cxisting
man-madc canal and to construct other modifications along the canal. The proposed work is
being considcred under Regional General Permit # 198000291, a pennitlprocessing agreement for
work that has been approved pursuant to the North Carolina Coastal Area Management Act
(CAMA). These commcnts are submitted in accordance with the Fish and Wildlife Coordination
Act (FWCA) (48 Stat. 401, as amended; 16 U,S.c. 661-667d). Comments related to the FWCA
are to be used in your dctemlination of compliance with 404(b)( 1) guidelines (40 CFR 230) and
in your public interest review (33 CFR 320.4) in relation to the protection of fish and wildlife
rcsources, Additional comments are provided regarding the District Engineer's detemlination of
project impacts pursuant to section 7 of the Endangered Species Act (ESA) of 1973, as amendcd
(16 U.S,c. 1531-1543),
Proposed Action and Anticipated Impacts
The PN contains the Ficld Investigation Report (FIR), dated January 19, :W05, of the North
Carolina Division of Coastal Management (NCDCM). The FIR states that the applicant
proposes to excavate the 1 ,500-foot long by 20-25-foot wide canal to a depth of five feet bclow
the normal water level (NWL). Existing water depths in the canal are approximately -2 to -3 feet
below the NWL. This work would remove approximately 3,333 cubic yards (cy) of sediment.
An existing boat basin would also be excavated to the same depth. An area of 19 fcet by 15 fcct
would be excavated to create a boat ramp. A total of 4,232 cy of sediment would be removed
from below the NWL line. The excavated material would be placed in four designated spoil
areas within properties on the north side of the canal. The method of excavation is not given.
Bulkheads would be constructed along three areas of the canal. The total bulkhead construction
would extend for 767 linear fect. The average waterward extension of the bulkheads bcyond the
2
normal high water (NHW) line would be two feet with a maximum extension of five feet.
Backfill for the bulkheads would come from material excavated from high ground or dried
sediment taken from the canal. The backfill is estimated to impact 1,534 square feet (ft2) of
shallow bottoms.
Four finger piers would be constructed on the applicant's property to create three boat slips, A
30-foot by 60-foot roof would cover these slips.
The FIR states that no wetland areas would be impacted, No areas of submerged aquatic
vegetation (SA V) have been observed in the canal.
Federally Protected Species
The Service has reviewed available information on federally-threatened or endangered species
known to occur in Carteret County. We have also reviewed infornlation from the North Carolina
Natural Heritage Program (NCNHP) database which contains excellent data on the special status
species, both federal and state. This database can be accessed by topographic quadrangle (quad)
of the U. S, Geological Survey (USGS). Data from USGS quads provide the most project-
specific infornlation on species which should be considered in pennitting this project. The
project area is in the Davis quad. The occurrence data of special status species within this quad
can be obtained on the internet under the "Database Search" heading at <
h Un:/ /www.ncnhn.orrr/Pages/heritarredata.html> .
Our review indicates that the only federally protected species likely to occur in the project area is
the West Indian manatee (Trie/zee/zus manatus), a federally-endangered mammal. The species
has been reported from Carteret County and there is an occurrence record in Core Sound near
Davis, south of the project site. The shallow, estuarine waters of the project area may provide
suitable habitat for manatees that move along the Atlantic Coast during summer months and are
seasonal transients in North Carolina, primarily from June through October, Manatees may
occupy waters one to two meters (3.3 -6,6 feet) deep, The species moves extensively when in
North Carolina waters and past occurrence records cannot be used to precisely determine the
likelihood that it will be presence at a particular construction site.
While existing water depths along the canal are less than three feet, the proposed excavation
would increase depths to five feet at NL W. The stated option of using material excavated from
the canal for bulkhead backfill indicates that this construction would occur after the canal had
been deepened, If construction of the bulkheads, boat slips, and roof occurs after canal
deepening, precautions should be implemented to protect the manatee. The Service developed
guidelines entitled "Precautions for General Construction in Areas Which May Be Used by the
West Indian Manatee in North Carolina." These guidelines 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 infornled 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
3
or injury of a manatee. These guidelines are available on our web site at < http://nc-
es.fws,gov/mammal/manatee guidelines.pdt>. 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.
With the inclusion of our manatee guidelines, the Service would concur with a determination by
the District Engineer that the action is not likely to adversely affect species designated as
threatened, endangered, or their designated critical habitat. However, the requirement of section
7 would need to be reconsidered if: (1) new information reveals impacts of this identified action
that may affect listed species or critical habitat in a manner not previously considered; (2) this
action is subsequently modified in a manner that was not considered in this review; or, (3) a new
species is listed or critical habitat determined that may be affected by the identified action,
Service Concerns and Recommendations
The Service does not believe that the proposed activity will have significant adverse and/or
irreversible effects on general fish and wildlife resources under our jurisdiction. Therefore, with
prudent measures to protect manatees the Service has no objection, from the standpoint of fish
and wildlife, to the issuance of a DA permit for the work described in the PN and FIR,
The Service appreciates the opportunity to comment on this permit application. 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 bye-mail at <
howardJlall@fws.gov >. Please provide this office with a copy of the coordinated federal
position, if one is developed,
Pete jamin
Ecological Services Supervisor
cc: Ronald Mikulak US EP A, Atlanta, GA
Ron Sechler, NMFS, Beaufort, NC
Maria Tripp, NCWRC, Washington, NC
John Dorney, NC Division of Water Quality, Raleigh, NC
Ted Tyndall, NC Division of Coastal Management, Morehead City, NC
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'05- Dd- 3 C)
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
AITENTJON OF:
March 15,2005
Regulatory Division
Action ill No. 200500376
Mr, Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
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DEI~R' Wf.\1~.Nl^1ER BAAllCH
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Dear Mr. Huggett:
Reference the application of Chris D. Piner for a Department of the Annypermit to
perform maintenance excavation on a 1500' x 20' section of an existing man made canal,
excavate an 80' x 45' upland boat basin with three boat slips covered by a 30' x 60' roof,
construct a 19' x 15' boat ramp, bulkhead three separate areas totaling 767' and constructing four
boat lifts in a man made canal adjacent to Core Sound, in Davis, Carteret County, North
Carolina,
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Anny Corps of Engineers (US ACE) prior to implementation,
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary ofthe Anny or his authorized representative, said structure or
\vork shall cause unreasonable obstruction to the free navigation ofthe navigable waters, the
permittee \vill be required, upon due notice from the U.S. Anny Corps of Engineers, to remove,
relocate, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteratiqn. The permittee shall notify NOANNATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY - RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
3. Except as specified in the plans attached to this permit, no excavation, fill or
mechanized land-clearing activities shall take place at any time in the construction or
maintenance of this project, in such a manner as to impair normal flows and circulation patterns
within waters or wetlands or to reduce the reach of waters or wetlands.
4. The bulkhead will not be positioned farther waterward than 2 feet from the normal water
level elevation contour at any point along its alignment.
5. Except as authorized by this permit or any US ACE approved modification to this permit,
no excavation, fill or mechanized land-clearing activities shall take place at any time in the
construction or maintenance ofthis project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
6. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
7. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydrauljc fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at (919) 733-5083,
Ext. 526 or (800) 662-7956 and provisions ofthe North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
8, The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters ofthe United States. No attempt will 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 for reason other than safety,
9. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at (910) 772-2191.
10. In order to protect juvenile finfish resources, no excavation or filling activities will be
permitted between the dates of April 1 and September 30 of any year without the prior approval
of the North Carolina Division of Co asta 1 Management and the U.S. Army Corps of Engineers.
2
11. An earthen plug will be left between the inland canallbasin and the manmade canal
until all excavation activities landward of the plug has been completed. In order to prevent
sedimentation in adjacent waters, 24 hours will be allowed to elapse before the plug is removed.
12. All excavated materials will be confined landward ofthe mean high water level
elevation contour and any vegetated wetlands.
13. All excavated materials will be confined landward ofthe mean high water level
elevation contour within adequate dikes or other retaining structures to prevent spillover of
dredged materials into any vegetated wetlands or surrounding waters.
14. The terminal end of the pipeline from the dredge into the diked retention area will be
positioned at or greater than 50 feet from any part ofthe dike and a maximum distance from
spillways to prevent dike erosion and to allow adequate settlement of suspended solids.
15. A water control structure will be installed at the intake end of the effluent pipe leading
from the retention area in order to ensure maximum settlement of suspended solids.
16. Flow from the diked retention area will be confined by pipe, trough, or similar device
to a point at or below the mean low water level elevation contour to prevent gully erosion and
siltation.
17. Excavation will not exceed 5 feet below the elevation of mean low water.
18, 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,
19. Approval ofthe structure was based on determinations that there would be no
obstruction to navigation. The structure may be damaged by wave wash from passing vessels.
Issuance ofthis permit should not be construed, as relieving the permittee oftaking proper steps
to insure the structure and moored boats will not be damaged by wave wash.
20. 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.
21. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance ofthis project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance ofthis
project with a copy ofthis permit. A copy ofthis permit, including all conditions, shall be
3
available at the project site during construction and maintenance ofthis project.
22. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. Tllis shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
23. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTD's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTD's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTD's or less in trout waters, are not
considered significant.
24. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary ofthe Army or his authorized representative may direct, restore
the water or wetland to its pre-project condition.
25. 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 \vitllin 24 hours ofthe permittee's discovery of the violation.
26. The West Indian manatee (Trichechus manatus), which is listed as a federally
endangered species, has been reported in the waters in 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" must be followed.
Questions or comments may be addressed to Mr. Henry Wicker, Wilmington Field Office,
Regulatory Division, telephone (910) 251-4930.
Sincerely,
Henry Wicker
Regulatory Project Manager
Enclosure
4
Copies Furnished (without enclosure):
/~. Cyndi Karoly
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
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
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald 1. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Commanding Officer
U.S. Coast Guard Marine Safety Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
Ms. Tere Barrett, District Manager
Morehead City Regional Office
North Carolina Division of Coastal
Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
5
o'f WAT~1f
l O~ Oc.
-..; -:>>
St! ,
> -
- -j
o~'
~
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E, Director
Division of Water Quality
February 21,2005
Mr. Christopher Piner
PO Box 25
Williston, NC 28589
~[g@[gUW[g@
FEB 2 4 Z005
SUBJECT:
Approval of 401 Water Quality Certification
and Additional Conditions
South Harbor Project (Davis)
DWQ Project # 050238
Carteret County
. DENR - WATER aUALllY
Dear Mr. Pile1U,NDSAND STORI.r.vATER BRNlCH
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity located off South Harbor Road in Davis, Carteret County. This approval allows you to:
1. Maintenance dredge 1500' X 20' (30,000 square feet) of man-made canal;
2. Maintenance dredge a 30' X 60' (1,800 square feet) of an existing man-made basin;
3. Excavate 45' x 80' (3,600 square feet) of upland for a boat basin;
4, Excavate a 19' X 15' (285 sq feet) of area for a new boat ramp
5. Place approximately 4,632 cubic yards of spoil material at the approved upland disposal areas;
6. Widen an existing boat ramp by 3' for an additional 3' X 20' (60 square feet) of fill for improving
the existing boat ramp
This approval is only valid for the purpose and design that you described in your CAMA Major
application received by the Division of Water Quality (DWQ) on January 21,2005. After reviewing your
application, we have determined that General Water Quality Certification Numbed40g covers this
activity. This Certification allows you to use your CAMA Permit when the NC Division of Coastal
Management issues it. Please keep in mind that there may be additional Federal, State or Local
regulations applicable to your project, such as (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations, NPDES and Coastal Stormwater. In addition, this
approval will expire when the accompanying CAMA Permit expires unless othenvise specified in
the General Certification.
This approval is only valid for the purpose and design that you described in your revised CAMA Major
Permit application received by the Division of Coastal Management. If you change or modify your project,
you must notify the Division (DWQ) in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in
15A NCAC 2H ,0506 (h). For this approval to be valid, you must follow the conditions listed in the
attached certification and the additional conditions listed on the following page:
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone (910) 395-3900
FAX (919) 733.2496
Customer Service 1-877 -B23-67 48
Intemet h2o.enr.state.nc.us
OnehC l'
Nort aro lOa
)Vntllrnl/!f
An Equal Opportunity/Affirmative Action Employer - 50% RecycJed/10% Post Consumer Paper
2
~
Page Two
Christopher Piner
Project # 050238
February 21,2005
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate
of completion to this office and a copy to the 401AVetlands Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;
2, No excavation and no spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian
areas beyond the footprint of the impacts depicted in the CAMA Major Application, All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be perfonned so that no violations of state
water quality standards, statutes, or rules occur.
Please notify this Office at the number listed below if any problem arises during the construction of
the project that may affect water quality,
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter, To ask for a hearing, send a
written petition confonning to Chapter l50B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C, 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Pennit #050238 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Edward Beck at.9l0-395-3900.
~z
Sin/,
~~2 /3~/~
Alan W. Klimek, P,E" Director
Division of\Vater Quality
Attachments: GC # 3400
Certificate of Completion
cc: Consultant - Philip Willis
Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Joanne Steenhuis
401 Oversite Unit, Raleigh - Cyndi Karoly
CAMA - Mark Hardeman
CAMA - Doug Huggett
ti:,...." -
'yuJ Q #
65 -02-38
Subject: Re: South Harbor, Davis
From: Mark Hardeman <Mark.Hardeman@ncmai1.net>
Date: Thu, 10 Feb 2005 08:54:27 -0500
To: Joanne Steenhuis <Joanne,Steenhuis@ncmai1.net>
I missed everthing with that second ramp.
were not included in the original figures.
Mark.
The 60sf of additional impacts
Thanks for keeping me straight.
Joanne Steenhuis wrote:
Mark,
Thanks for the addendum. I also need to know if the square footage for
the increase in size for the ramp was included in your orginal impacts.
Is the increase 3' X 20' (60sq ft)- since 20' is the typical length of a
ramp? Let me know so I can get this out. Thanks!
Mark Hardeman wrote:
Memorandum
February 8, 2005
This memo is regarding a change to the field report for the South Harbor
- Chris Piner Project in Davis. Based upon information in hand at the
time the field report was written, the area for development was said to
be closed to shellfishing. Upon consultation with Patty Fowler of
Shellfish Sanitation, it has been determined that the site is open to
shellfishing. I'm sorry for any inconvenience. Also, there was a
question about the second boat ramp that was on the Willis property on
the south side of the canal. The ramp would be enlarged from 7' to 10'
wide.
Mark Hardeman, Field Representative DeM
1 of 1
~'T-r
2/24/2005 6:06 PM
NA
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
Jalluary 20, 2005
MEMORANDUM:
TO:
Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
ft~ I S@,::pn'ii.\n@
::::J " \ '1// c.,,@.
IJ -. ,. 1-5 /l
, 'I
,J/.111J 2 cf lnos .,
FROM:
Doug Huggett
Major Pennits Processing Coordinator
,_ DE!\';~ _ ':l: .
1..::711.\'03;' .). '~::,:: C;U:'.UTy
." "/!./," 'T'
I.,.,tol: tt( L~ ~lJ\'2fi
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Christopher Piner-South Harbor Project (Davis)
Project Location: Carteret County, off Hwy 70 East, South Harbor Rd., eptire Davis Fish House
canal.
Proposed Project: Proposes to perform maintenance excavation on a 1500' X 20' section of an
existing man made canal. Also proposed is an 80' X 45' upland basin with three
boat slips covered by a 30' X 60'roof, a 19' X 15' boat ramp, and the installation of
three boatlifts and 767' of bulkhead,
Please indicate below your agency's position or viewpoint on the proposed project and return this fornl
by February 9,2005. If you have any questions regarding the proposed project, please contact Mark ,
Hardeman at (252) 808-2808. When appropriate, in-depth comments with supporting data is 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
1G1-B Hwy. 24, Hestron Ptazait,-Morehead City," Nortn Carolina 28GG7
Phone: 252-808-2808 \ FAX: 252-247-3330 \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
De~elcpmenl Type
I. Private. non-commerdal
de~elopment U,at does nct in~cl~e
the filJing or ex::avation of any
'Ne~ands or open water areas:
II. Public or commercial development
that does not invol~e the filling or
excavation of any wellands or open
'Nater areas:
III. For development :r.at involves the
filling and.'or ex::avation of up to 1
acre cf weUands and.'or open waler
areas, delermir.e if A. B. C. or D
:elow applies:
III(A), For Pnva:e, non-commercial
de~elcpmenl, If General water Quali~i
Certification NO.3301 (see at:ached)
c:ln be ""';.,~.
111(9): For pu:iic or ~mmercial
.:eyelcpmer,t, Ir Ger.eral water aua:;~f
Certir.calicn rJo.3301 (see at:ached)
c.ai1 be a;;;;lied:
III (C), If General Water Qua:i~1
Certification No, 3301 (see at:a:hed)
could be applied, but OCM s~ff
determined that additional review and
",n:-ten D\\'Q c::r.currence is needed
:ec..Juse of c::;~cems related to '.'f'ater
q',.j;)!it'j or J~'~a::c life:
11:(0), If Gener.ll',','a:er Quali~1
CertJflcation tio. 3301 (see a~..Jched)
can not be applied:
1'1, For develcpment that involves
the tilling and.'cr eXc.Jva:icn of mere
lhan one acre of wellands and.'or
open 'Nater areas:
DCM 'Y.
(14300160143510009316256253\
100% (S250)
100% ($400)
100% (5250)
100% ($.l00)
60% (5240)
60~~ (5240)
60% (5235)
"
DWQ'!.
/24300 160243510009523411
0% (SO)
0% (SO)
0% (SO)
0% (SO)
40% ($160)
40% ($160)
40% (S' SO)
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Christopher Piner - South Harbor Project - Davis
2. LOCATION OF PROJECT SITE: Off Hwy 70 East - Davis, NC, South Harbor Rd., entire Davis Fish House canal.
Photo Index - 2000: photo #636 grids B-4, C-4, C.5, 0.4, E.4, F-4 995: photo #636 grids U-13, V-13, W-13, X-13
State Plane Coordinates. X: 2763534 Y: 394270 Rover # L 111814A
3. INVESTIGATION TYPE: CAMA/D&F
4, INVESTIGATIVE PROCEDURE: Dates of Site Visit - 9-07-04,11-29-04
Was Applicant Present - yes, no
5. PROCESSING PROCEDURE: Application Received - January 14, 2005
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Rural, Conservation
(B) AEC(s) Involved: Estuarine Shoreline, Public Trust Waters, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - none
Planned - septic
(F) Type of Structures: Existing - piers
Planned - covered boatlifts, bulkheads, boat ramp, storage building
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7, HABITAT DESCRIPTION:
--- . --~---- --- - ---- -- ---------- -
(A) Shallow Bottom Channel 30,000sf 1534sf
(B) Open Water Boathouse
incorporates 1800sf
of which 780sf of
boatlifts and 600sf of
dock is under roof
(C) High ground 3600sf 60934sf
DREDGED
FILLED
SHADED
(D) Total Area Disturbed: 97,868sf
(E) Primary Nursery Area: No
(F) Water Classification: SA - ORW Open: NO
8. PROJECT SUMMARY: Applicant proposes to perform maintenance excavation on a 1500' x 20' section of an
existing man made canal. Also proposed is an 80' x 45' upland boat basin with three boat slips covered by a 30'
x 60' roof. Adjacent to the covered boat slips, a 19' x 15' boat ramp is proposed, Three separate areas are
proposed to be bulkheaded totaling 767', Three boatlifts are proposed under the covered dock area, and one
boatlift is proposed in the existing basin on the adjoining lot.
9. NARRATIVE DESCRIPTION:
Project Setting
The South Harbor Project in Davis NC can be reached by following Hwy 70 East through Beaufort and
following it east through Otway, Smyrna, and Williston. When you get to Davis, take Hwy, 70 to the left and go
approximately one mile until you reach South Harbor Rd. on the right. The project site is along the length of
South Harbor Rd. The site is made up of a 1500' long canal running east - west. The south side of the canal
is mostly in a naturally vegetated state, with the exception of the Willis property near Hwy. 70, where a
bulkhead and small boat ramp exist. The north side of the canal is developed with residential homes, a parking
lot, vacant lot, and a fish house, The 26,307sf vacant lot is owned by Chris Piner (applicant) and is where an
upland basin, covered docks, bulkhead, and boat ramp are proposed. East of the vacant lot is the Groves
property where further bulkheading and a boatlift are proposed, It is proposed that maintenance excavation be
conducted on the 1500' canal that adjoins Core Sound,
The high ground areas where all three bulkheads are proposed are made up of grassy yards with only a
few sparse areas of splash supported Spartina patens. Applicant states that the elevation on the three sites is
3' above NHW, Chris Piner had one previous permit for docks and excavation on the vacant lot (GP 34034-C,
5-16-03), The north shore along the canal has been stabilized along approximately 2/3 of it's length by vertical
walls (wood and vinyl), There are some wetlands toward the mouth of the canal (eastern end) consisting
mostly of Juncus roemerianus. Small patches of Spartina patens exist along the shoreline. The south shore
from the Willis property to the mouth of the creek supports various widths of wetlands, from fringe marsh to 50'
wide areas, These wetlands also consist primarily of Juncus roemerianus and Spartina patens, Other
vegetation found along the canal are pines, wax myrtles, and cedars, There is not an erosion escarpment
along the canal, but there is a sharp cut to the bank where the canal was originally dug.
The water body is a man-made canal that connects to Core Sound, The waters are classified as SA-
ORW and are not classified by the Division of Marine Fisheries as a Primary Nursery Area, Existing water
depths in the canal are -2' to -3' below NLW, The connecting water depth in Core Sound 200' from the mouth
of the canal is 5' below NLW, Shellfishing is closed by the Division of Marine Fisheries within 275' of the mouth
of the canal. Small finfish such as finger mullet were observed in the canal. There were no SA V's or shellfish
observed in the canal.
Project Description
A 1500' x 20' area of man - made canal is proposed to be excavated to a -5' depth below NLW, The
current average depth is -2' below NLW, An estimated 3333cy of material is proposed to come out of the
canal. An existing 30' x 60' x -3' basin is proposed to be dug to a depth of -5', excavating another 200cy, of
material. A 45' x 80' upland basin is proposed, This would require removal of 667cy of material from below the
NL W line. Also, 400cy of high ground material would be removed, A 19' x 15' (32cy) area for a boat ramp that
adjoins the boat basin will also be excavated. A total of 4232cy of material would be removed from below the
NLW line, A total of 400cy of material would be removed from high ground, The total amount of spoils would
be 4632cy,
Four spoil areas have been proposed - all on property on the north side of the canal and are all over 30'
from the NHW line. They are proposed to be surrounded by silt fencing to prevent runoff, Starting from the
east and moving west, spoil site #1 is an area of 24,568sf that would contain 2729cy of material (all sites
figured at one cubic yard depth), spoil site #2 has an area of 7905sf and would contain 878cy, spoil site #3 is
an area of 107 46sf and would contain 1194cy, and spoil site #4 has an area of 9760sf and would contain
1084cy, The total capacity of the four sites is 5885cy. The applicant (Chris Piner) has stated that an offsite
spoil area he owns in Williston is available if necessary,
South Harbor Project
January 19, 2005
Page 3 of 4
There are three areas of bulkheading proposed at the site, On the Piner property, 302' of bulkhead is
proposed, This includes the area behind the existing docks to the west and the proposed boat basin area. All
bulkheads proposed are of wood construction, Adjacent to the east of the Piner property is the Groves
property. Applicant proposes 339' of bulkhead including Mr. Grove's sides of two existing basins and his canal
front. The Willis property lies to the south and across the canal from the Piner property. An existing bulkhead
exists on the east side of the property, The applicant proposes to tie into this wall and continue it 126' to the
west. Also, Mr, Willis proposes to widen an existing boat ramp from 7' to 10' wide. The average distance
beyond NHW of all the proposed bulkheading is 2', with a maximum of 5', Backfill for these bulkheads is
proposed to come from either the material excavated from high ground or from the dredged spoils after they
have dried. The erosion rate is slight, apparently from boat traffic in the canal.
There are (4) 42" x 30' finger piers proposed in the new boat basin area on Mr. Piner's property, These
finger piers would form (3) 16' x 30' boat slips. A proposed 30' x 60' gable end roof is proposed to cover the
three boat slips. Boatlifts are proposed in the three covered boat slips, There is a proposed uncovered 13' x
13' boatlift in the existing basin on the west side of Mr. Groves' property. The docks and lifts on both the Piner
and Groves properties are proposed entirely in the upland basins and should not impact navigation in the
canal. The proposed docks will be no closer to the canal mouth than those existing,
A 15' x 19" boat ramp is proposed in the new basin adjacent to the west of the proposed covered docks,
The ramp is proposed to be constructed with a gravel base and 6" concrete pads, The pads would be formed
and poured on high ground and slid into place below the NLW line,
10. ANTICIPATED IMPACTS:
The anticipated impacts from dredging include 30,OOOsf of shallow water bottom to be excavated, and
3600sf of high ground area to be removed, No wetland areas are to be impacted, The type of material to be
removed would consist mostly of a sandy/silt mix, Some clay may be found in the high ground excavation.
Approximately 4225cy of material would be taken from below the NHW line, An additional 400cy of upland
material would be removed, The volume of the spoil areas (figured at 1cy depth) is 5885cys, If this proves to
be inadequate to contain the spoils, the applicant has another high ground site he owns in Williston that is
available, The spoils are not to be double handled on the land, but either offloaded directly at the spoil sites or
loaded into trucks and dumped at the spoil sites. The spoil sites would be contained by silt fencing and effluent
returning to the water should be minimal. Some turbidity can be expected in the canal both during excavation
and construction of the bulkheads and docks, This turbidity should dissipate after construction ceases,
There are a total of 767 linear feet of wooden bulkhead proposed to be constructed. At an average of
2' beyond NHW there would be 170cy of backfill necessary, and a fill area of 1534sf of previously excavated
shallow bottom area. There would be no wetlands impacted other than a few sparse areas of splash supported
Spartina patens. The backfill material would come from dried spoil or high ground material excavated from the
proposed boat basin, A 10' x 767' area behind the new walls would be impacted by tie backs and backfill
(7670sD.
Dock impacts would be 420sf of shallow bottom area shaded, The area shaded by the proposed roof
would be 1800sf (includes dock area 420sf and 507sf of boatlift area), This would all be in the area excavated
out of high ground for the new boat basin, No shellfish resources are present since the area is currently high
ground. These docks should present no impact to traditional navigation since they would be built completely
out of the existing canal. The proposed concrete boat ramp would impact 285sf of shallow bottom area in the
proposed basin,
Mark Hardeman - Morehead City Office - January 19, 2005
South Harbor Project
Davis NC
Purpose of Proiect
Project is to widen an existing basin to accommodate three boat slips with
covered boatlifts. Bulkhead properties along the canal too prevent erosion from boat
traffic. Dig out existing access canal and basins that have filled in too less than two feet
depth. Construct a storage building, and a concrete boat ramp.
Property owners and proposed work to be carried out on their property
Chris Piner, Andy, and Tommy Gillikin property
Widen an existing basin for three slips with covered boatlifts, construct 302ft of
bulkhead, and a concrete boat ramp. Spoils area will be available onsite when dried will
be used to backfill the bulkhead, and build up the elevation of the property.
Phillip Willis, and Mark Piner property
Construct 126ft of new bulkhead, and backfill bulkhead. Widen existing boat
ramp
Frank Groves property
Construct and backfill 339ft of bulkhead, and a single boatlift. Spoils area will be
available onsite. Spoils will be spread to raise elevation of property and backfill bulkhead
after drying,
All adjoining property owners
The digging of the existing canal is for the benefit of all property owners adjacent
to the canal. The filling in of the canal has made it difficult to get boats in and out of the
harbor. We feel that the bulk heading we propose \vill greatly reduce the erosion caused
by boat traffic in and out of the harbor.
If you have any questions please give me a call at (252) 7290171) nights or (252)
2257491 weekdays,
Thanks
~fJ~
~-- ---.-, '7-' ~~- ~ ~ -:..-, ~--~\
~.' . . . . \
--.I ',-, ........;.
Chris Piner
,
-,~
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P.n-.J~ v~ 'V'~ ~ .J
=:-. -,-.... .--., ~ ~ ~ ~ ,-- ~
f: .' " .' '_,' -~< ~ 'l' : :- ' .. .. '; (I
APPLICATION." Inn;:.~i
, Form DCM-MP-l
(To be completed by aU applicants)
1. APPLICANT
a. Landowner:
,-h '
Name !. rls
[) p;,ver
Address (J 0 B 0 ..; J..."t:;"
City r>> ~ 11;~ ro t./ State IV C-
Zip 1 y.'lk'1 Day Phone l,;l,5~) ?:).q 0/71
Fax
b. Authorized Agent:
Name Ph J J~ p (>> i f J I___CS
Address Po /30 Y U t>'
City Do. (/ ~ C) State Ai c-
Zip;:2 %724 Day Phone 7:l Cj - 073 g'"
Fax
c. Project name (if any) -5 () ll-T h .J-/ Q ,. bn r
NOTE: Pmnil will" imud in namI of~r(I). attd/or
project namI.
2. LOCATION OF PROPOSED
PROJECT
a. County C-,o..f'r ~/e.r
Revisd 03/95
,'; i ,.', ,,- :'')'' .,j C.".. ',', \ 1
U,..JJ .'::;1 J::..d':"'lILY U:.~:J,
b. City, town, community or landmark
n 0-{11S
c. . S~ add res} or ~CfOndary road n~ber ,
...;> ,rH 1. Lb ' t:Lc& r bot l::!.. 0 (').., ~
d. Is proposed work within city l.!Jnits or p1annini
jurisdiction? Yes --L.... No
e. Name of body of water nearest pr~ect (e.g. r~er.
creek. sound, bay) r.. (') r e (") (LN
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
~rf; ffi'~~f;r; ~~I~.~~~,
- rt b (I 'v~ 'f ,1Jge
F 'f i ="0 7' i:V9 t:-CL ~/(l~ I '
b. Is the proposed activity maintenance of an existing
project. new work, or both? h () ,.... h
c. Will the project be for public, private or commercial
use?' b I" iI/ (A .,..~_
I
d.
-
Form DCM-MP-l
4. LANDANDWATER
CHARACTERISTICS
a. Size of entire tract ~4 rl. G r e-
b. Size of indJviduallot(s) ^j/A
c. Approximate elevation of tract above MHW or
NWL 3 I-eer
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract !J r Cl S .s
f. Man-made featu~es now on tract b D CN l
<:,; n . clnt'.K
, >#
g. What is the CAMA Land Use Plan land
classification of the site? (CcnsrdllM IoCDl U:wIust plan.)
~ Conservation
_ Developed
--L Rural
_ Transitional
_ Community
_ Other
h. How is the tract zoned by local government?
r: 0 m me. f G-I (.A. ,
i. Is the proposed project consistent with the applicable
zoning? ~Yes _ No
(Anam Zonlnl compUan~ "rt/fiaJlt. lfappUc:ablt)
j. Has a professional archaeological assessment been
done for the tract? _ Yes v No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed o~ible property7
_ Yes No
1.' Are there wetlands 00 the site? _ Yes bo
Coastal (marsh) Other
If yes, has a de1ioeation'been conducted?
(Anada doQUlW1l.talion. If awziJDbk)
Revised 03/95
r~':'~:~~ --:-: = ~'/~7' ~T>
,,' ,. . , ----' . .~-,' '.... " .J.
~~..~ j)'..... "<J <~ :
i j ..' " 7 ' ~ A
~ n LUU'~
m. Describe eXis,ting w~t. ewater tr~tme!l! .f~7i1'ties.
N()M1.P"'~""":J;~1j . n\ 1'1 i\
I "Vt-lrr"i-
n., Describe location and type of discharges to waters
'. of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, .wash
dJJ..wn- and r~idential djsch,es.) ~ ~l~.,. fW.A.
I A. tV" ff' (R a.ulI ()., l/ ) .
o. Describe existing drinking water supply source.
NfJN-f'.....
.
5. ADDITIONAL INFORMATION
In addition to the completed application form,' the
following items must be submitted:
o A copy or the deed (with state application only) or
other instrumcnt 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 thc deed or other instrument under
which the owner claims title, plus written permission'
from the owner to carry out the project.
o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112- by 11. white paper. (Refer to
Coastal Resources Cl'mmission Rule 71.0203 for a
detailed description.)
Please note tb~ original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form DCM-MP-l
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
o A Stormwater Certification, if one is necessary.
r~' ~ . :-.~:-:- :-' -:-:, ,:-,'r:=7'~ ~,v
. . _~,.,:..J ;' ,'. .,-' ., ' 'j
-...:: ,,:, .';
f \..'.,..;.....1 ...."
~""';I, '. ,I)
i/., ......~/
b 2:]04
f. . . .
J' ., .~ -, I "'., ~
6. CERm1CATIO~t~L~E4M&ION
TO ENTER ON LAND
I understand that any permit issued in response to this
app~ication will allow only the development described in
the application. The project will be subject to conditionS
and restrictions contained 1'1 the permit.
. A list of the names and complete addresses or the
adjacent waterrront (riparian) landowners and
signed retul"!,l recdpts as proor that such owners
have recelved a copy of the appUcation and plats
by certified mail. Such landowners must be advised
that they bave 30 days in which to submit comments I certify that to the best of my knowledge, the proPosed
on the proposed project to the Division of Coastal activity complies with the State of North Carolina's
Management. Upon signing this form, the applicant approved Coastal Management Program and will be
further certifiC!i that such notice has been provided. conducted in a manner consistent with such program.
ApNh~odnreeess at :J^'at1f~/:1~ Qr ~::Ii~':s:o~to a~:~~~tal~V~~:~~ : ~J~":i .
___ _ __ ___ __ _ review agencies to enter on the aforementioned lands in
Name ~ '5/-< ~,,~.s roM,:",lon witI: evaluatini information related to this
'lJ. JL pernut application and follow-up monitoring of the
~~~~~s t.f ( S< 5 c -/'f; ( - project.
Name fl)CU' J\ p,' rv V' t pI,; J UP LV: JlbI ~e: c~ify that the information provided in thls
Address " 'c' i' C \ C '.') />_\ I ,-5 Iv L.. ::2.<;- b..) )= applicatIOn IS truthful to the best of my knowledge.
Phone ( ."2:;- ") j /..J.. l.f n "7. ~ (;, ,
. A list of previous state or r~...al pennlts issued for 'Ibis Is the IS' day of SLpr _. ~ 0 't
work on the project tract. Include permit numbers, Pr' N '. ~~. ~ ~
. d" lOt ame '~ ~er
permittee, an Issumg dates. " \.
(Z"-{V t./' "- I P u th: /- (/:J (IJ tr ~ 'f 0 J'f. -<.. Signature - - . - -
.,,1 '< f) , / / LimJcwrur or AUllwriz.6d A8ml
( Jh r I ~C; r f Iv-P/(1 _f) J(, D3
,
o A check Cor $250 made payable to the Department of
Environment. Health, and Natural Resources
(DEHNR) to cover the costs of processing the
app~ication.
o A signed AEC hazard notice for projects in
oceanfront and in! et areas.
. A statement oC compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
ReYistd 03/95
PI~e indi"cate attachments pertaining to your proposed
project.
L DCM MP-2 Excavation and Fill Information
~ DCM MP-3 Upland Development
~ DCM MP-4 Structures Information
_ DCM MP-S Bridges and Culverts
_ DCM MP-6 Marina Development
NOTE: Pltast sign and dale tach artachmen/ in ~
spact provided at the bottom oj tach Jonn.
Form DCM-MP-2
EXCAVATION
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 10int Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
A nra;e FtnaI
Exbtma I"roject
Len&th Width Depth DeptJa
Access
channel
(ML W) or (NWL)
Canal
, I I
1.5 00 ~:o
~:l
-5
Boat
basin
'IJQ' 4..6"
.,.3
-s
Boat
ramp
.,..J
-3
,
/5 I~
Rock
groin
Rock
breakwater
Other
(Excluding
shore line
ItAbiliz&tion)
Rnised 03/95
1.-- -----,-' .--:-:' ~'l r......--, ~~
\, . .... ;' ~'J U:".j
j~1
G
201]1
\' ,1 ..,:.... ,- "'d' C...... IH-\;\/l
l'vJOl di ldcr... IlY u'..,Ii\
1. EXCAVATION
3. Amount of material to be excavated "f(lm beiow
MHW or NWL in cubic yards 4~1} aD,
b. Type of material to be excavated 0 i r ~
r-. (('J if I ~ 1'i....i\I'cl 'y)1./ "
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? ~ Yes ..L No
d. Highground excavation in cubic yards j"il,O'O.
2. DISPOSAL OF EXCAVATED
:MATERIAL
a. Location of disposal area ~ A~ < I Tn 7:r
h e.-V (j tV A :3 0' t _fJ. _ _ _ U/
b. Dimensions of disposal area 701 \j /50 r
J(J t::"nO <:;1.; t.r
c, po you claim title to disposal area?
--L Yes. ~No
If no, attach a letter granting pennission from th~
owner.
d. Will a disposal area be available for future
maintenance? V Yes _ No
If yes, where? (f tV m ({. D' tJ D.e,..,.. C),
i Al ().h",i~ rr>N IVr/'
Fonn DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections or:the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s) /'
(1) _ Commercial _Community ~ Private
(2) Number f
(3) Length' ^/ I ,po,
(4) Width
(5) Finger Piers -1L. Yes _ No
(i) Number Lt -
(ii) Length 3.n I I
(''') W'dth ., I r II
111 1 .1 ~7
(6) Platform(s) _ Yes _ No
(i) Number
(ii) Length
(iii) Width
(1) Number of slips proposed, .3
(8) Proximity of structure to 3OJ4\;ent riparian
property Jines :l (') , _
(9) Width of water body _ J c:::- I - ,
(10) Water depth at waterw~d end of pier at
MLW or NWL ~ '
1\ I /14
I v /'
b. Boathouse (including covered lifts)
(1) Commercial' ,/" Private
(2) Length GO:'" .-
(3) Width ~ 0 1 '.....
c. Groin (e,g. wood, sh~:pi1e, etc.)
. (1) Number
(2) Length(s)
d. Breakwater (e.g. wood. sheetpile,etc.) A
(1) Length _ N I A
(2) Average distance from MHW, NWL or
wetlands N ( /\
(3) Maximum distance beyond MHW, NWL or
wetlands, /\/1 A . .
.,
Revised 03195
~lErclEaWl€[DJ
JAN 1 4 2005
,Morehead City DCM
e. Mooring buoys
(1) _ CommerclfurCommUnily _Private
(2) Number 1-+
(3) Description of bu y " ,
(Color, inscription, size, anchor, etc.)
(4) Width of water body IV //1
(5) Distance buoy(s) to be 'placed beyond
shoreline .Ill I ~
I
f. Mooring stru~r~OOring piling~etc.)
(1) _ Comm~c;,mmunity ~ Private
(2) Number . '-J. 0_ .
(3) Length . l--~ I ,. . .
(4) Width I ~ I . I
g. Other (Gfw CCtnDUU tkm;ption)
. . l. r~ r '_~ -,.," 7'
... :,.0 . ~~. .
...... j,.
C h r i ,) () Pi' ,'\/ e r
^PpIkan~ or t. ...,.,..;.. ........., .
UI./\J'l D P L1'U ,I'\.
Signature '
/ / i- 3 / l"l '!r
" H
Date
(?--~
~~
e::, ~
~ -
~~
~
I
I
I
~
~redge :Detail Of Existing Canal and Sli
~ South Harbor Projec ,.' ,.
cu
Q)
..c::
~
o Section B
Depths are below ML W in the center of canal typ
~ N e,v Basin
~~J To Be Dredged To 5' Belo,v MLW
Notes
Total Spoils Area 5885 sq yds shoreline~
I Spoils Area Available Offsite If Necessary
Scale 1 "=200'
s
Aprox Vatter Depth
Section B-B Not to Scale
Canal Excavation Detail Typical
~
0""
~~
q"Q
'N'" 0"
~
Core Sound
Breakwater
5'
Exiswting Open Water and New Basin
Dredgeing Detail
South Harbor Driv
Davis NC 28524
Cartcrct County
January 142005
Page 1 of 6 O\"\"i~
Chris D Piner
Po Box 25
\Villiston NC
Ph 252) 7290171
tol1V''\ i 1'1/ Q' 'j
Notes
Project Davis NC South Harbor Road
Elevations are from ML \V
North Carolina
N
w-t.
Y'"
~\
.: .'\,'.
~ -, ~\
., : :t~ "\
',...,.,. .'~;~; ,
. '-, j4 .
.,)~:>"
. .~.....: ":";1",'/" Project
.~ ;,.;-".- ~
i,,/
to,.
....-,:...~-"i
~m~~~~~[
Roland Styron
110 South harbor Drivc
Davis l'C 28524
Ph (252) 729-9241
James Styron Seafood CQ\ Ror I d C't DC
Po Box 56 IVI e lea I Y .
Davis NC 28524
(252) 7297101
nqtllj'1
Erick Grovcs
Po Box 895
Warsaw NC
ph (704) 843-7575
C'q
/lql
.?s.
It--,.
'r/(' '^'
ill. -2
Section A-I
Existing Development
Scale I' = 50'
South Harbor Drivc
Davis NC 28524
Cartcrct County
January 142005'
:Pa~c 2 of 6i
Chris D Pincr
Po Box 25
Williston NC
Ph (252) 7290171
. '1.'lU' /
LSSJ Excavation Area New Basin
North Carolina
Section A-A
:. ,.;.....-
,T""....
J:/;~
.. .~ ~ -~i
""1"''''
'I'
'ht:'('-.\'\
. .,
- -., ~\
, .~;U\\
. _ \,t . 1.\)''f::
....'.\r:.t:.<:.r :
,.;'-:'J!f . ,
, ' : ~:~~:/~'
.."" , ..... f. ,.,' p , t
. ,'~;/ rOJoe
S'
.
w+.
All Seawood Construction Typical Crosssection of Boat basin
Bulkhead and New Excavation Detail of New Basin
Not to Scale
Notes
Lh Covered boat lifts for three boats in new basin
Blue Dash Line Indicates Roof Outline 30' x 60'
Roland Styron
110 South harbor Drive
Davis NC 28524
Ph (252) 729-9241
~~CC~U\WIEJ])
.JAN 1 4 2005
Morehead City OeM
/ -5 ~
Enlarge Existing Boatramp From 8' x 16' to12' x ~4'
~ Indicates Existing Ramp
Erick Groves
ph (704) 843-7575
Section A-2
Scale l' = 50'
South Harbor Drive
Davis NC 28524
Carteret County
January 142005
Page 3 of6
Boatlift Detail
-, ". \,
(~_:~
~
~
e=,
~ ;;
~~
~
~
o
g;; Chri~ner
= Po B~5
C"-I Will).~n NC 28589
~ (2S~90171
-0
CU
Q)
.c
Q)
'-
~
lX'
.,t.
, ',,,
:~
1 . 9
_.;...~- ",#
:-
\
-~~ '.
. .~. - . Project
I'
/"lint tn Scall'
1 '
,.
._~.
0'0
"'~
'I/y.
'7r6
Or
4..
/11,>
'<'1,
~t-
J
(~
.Jamcs Styron Scafood Co
Po Box 56
Davis NC 28524
(252) 7297101
~' 20'
Scale l' == 50'
Canal Excavation Detail Typical
Bulkhead Detail
Bulkhead and Boatlifl Detail Section B-1
Section B-B
Not to Scale
South lIarbor Drivc
Davis NC 28524
Cartcrct County
January 14 2005
North Carolina
.
wi,
~"',
,j,
. ,,'\
ot "~\.
, - t.', ~
:;.~.~\
,.\." Jj~"" .,
. . .-' .
"" - \;j~.' .
:-'-) , .
. .'. l') .,.
; .' ...,~~:/
',,' ....r'.'!.' p . t
. .' ", . '.., rOJ€C
",~~t~nWlIEJID
JAN 1 4 2005
~
30'
Morehead City OCM
End View Of Roof Over Boat Slips
~IL\
I
14'
1-- 14' ..., ~
== r:=
-.- !r \-1,- l-i-
v
Ramp
,--
60'
I
Covered Boat slips with three boat lifts
Boathouse Detail Section A-3
South Harbor Drive Chris D Piner
Davis NC 28524 Po Box 25
Carteret County 'Villiston NC
January 14 2005 Ph (252) 7290171
Page 5 of 6 I QtV,J D p:.n-rL II/t~((
Not to Scale
~----,.
---~--~~ _.--------- ~------_.-~----~-------- ----------~~------ ----
Boat Ramp 6" thick with a 6" curb, and a 12" gravel base
B Ikhead
30'
0
3.5' TYP
0 ,
0
16 I. 16' J I <<I 16' J L16.-J
0
~
~
~
Not to Scale
14'
32'
.U'AN 1 4 2005
tW\OreheadC\~Y .
o 0
78'
o
Boat ramp, and finger piers in Basin
Scale 1" = 10'
~
inger Pier Detail
Section A-3
South Harbor Driv
Davis NC 28524
Carteret County
July 1 2004 .
Page 6 of 6
@.,
I~\ r. ~tlmtic
~t ('sc~~1
::::(0 ...
, ( . ~ Project Site
aetlle ..../~'''..JJaVlS .'
:'V"~_o : v /
.70. . Otway'
I_~j 'C ,Con:: /
Sound ,.
/
/
.: MAPQVE~'T ,;~:.
(") ,,)
... t.J
t.l ,:l
< 'i1I
.. ..g~;;
.,i ...
@
r.;:;-;, Co,. Cr..k
~o
Nor1h RrverO
.velL'port
RivCT
~_::o~ore~ead ,City
. -- ~..-'
o Beaufort
Atfantic Beach
-..--
"_C'Jn
-...!.!!.rCJ!
I
\
Site Ma~
South Harbor Project
130 South Harbor Drive
Davis NC 28524
Tu~k
o
Slralt~ Marshallber"
00"
.'
/
/
Har1tcrs IsI30d
o
/
/
Back
Sound
/
/
:
C~p4 looko&t
o I
'-.
I
I
t
r= ""APQVE~'T:}j.: 0 + ""'-, - : ,~~
_H. ,,~~'-'-:_H..' -.,,61 cL r;orap3ar;e L168J Knott"IOland
oLe,l$burg ~. ':":155' _ .. ~ ,'-' -' -o_~"---------- . C . ..
~' ~ '-~-~' Gl Ho;-ry Ahosklc t EliLlbeth City
..'.. r56-1~ (; () ;.?v: \ 0
'70 rh3m '~~' E ti 13. ',"', ,,;;+., H
_ n cld _.' : 17' .v", aw1t K'IID 'I H'II
_ . '-..: ' 0 I eVI I S
C al . William~lon 164\ ,,~
. l.....-..J '. Manleo
_'~ 1 Ko;-nly Greenville I
~ I 0 ~. ,) 0 Eii~elhard
~9ler ...... Goklsboro Washington
12; ~r p . 0 :UII Rock
~ . Broqacn ,'.V. N B
yenev ": 7~i'-C ew em oOcracoke
() Q ;^"-"
Ra Cli on l~5,~;Atlantic
c Jacksonville <)
\.:74'; Lumberton Ha Moon,;}o'" -----
.>-.......:.1 C' Piney Green ~roJect Site
~ urne
"....~ (J urg.1W
r.'.; i 74', DelcQ
l75:-.-., 0 ilmlngton
o~ \0
Mullins C
,--:;-.. .', Nakln;) L
;~;'\ 'l,l;, 0 ong Beach
" ~yrtfe Beach
o
o
Garden City
~rn(G!EaWfIElID
NOV 1 5 2004
Nlorehead City OeM
"'~~'1
.01:=:1 f5ml
. 5km'
'. ~..../.
,':/
l:!.;
c;/
/
/
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Ocean
OL-.. ,40m!
40km ;
i -
.
~
,
,
,
,
,
" j I
, :.'
.S' " I?
"'", J'". , A
'~O,OI" I, FOUND IRON PIPE
J'o' ,
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:....
fct: ' .... ,
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,y4~ "
<9~ ""
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.S' '-'r1j,,-, ",
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. n..: 0.,. ')(. ,
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-9. "
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"
"
,
,
"
,
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,
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"
\GY, j-;::}:~ ---:: :; 7""' -" - - , 0
ft~?:_. ) .'~ .~, ~~. ;;:': .; ::)
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~\da[8j' J.:;.2d CHi DCjVl
APPROXIMATE HIGH WATER MARK
CALL TABLE
COURSE
BEARING
DISTANCE
11,84'
18,47'
25,24'
IS.52'
43, 14'
3S,28'
16.00'
13. I I'
23.50'
57,31'
2'3,24'
CHAIN
FENCE
L-I
L-2
L-3
L-4
L-5
L-5
L-7
L-8
L-9
L-IO
L-II
N 59' 32' 59' W
S 45' 57' 03' 11
S 3 I' 18' 32' W
S 39' 13' 08'W
N 59'05' 57'W
II 51' 45' 59' W
N 18'41'35'\1,
N 14' 27' 15' W
N 07'01' 39' W
N 08'15'49'W
N 55.57' 56' W
IRON PIPE
WIANT LOT
26,3b7 SQ, FT.
I
\
I
I
I
I
I
I
\
\
\
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L-IO
DOCKS
APPROXIMATE
LOCATICN)
C'4~
4~
N/F EUGENE J. BUFFALOE
PIN'7369.03346141
....
....
....
....
....
.....
.....
.....
.....
.....
........... J
~......
I ..........
APPROX,
.....
.....
......
.....
CHRISTOPHER D. 8 KAR N W. PINER
ROLAND 8 MICAH RAY~STYRON
DAVIS TOY.NSHIP I
CO~UNITY OF DAVIS
CARTERET COUNTY, N. ,
OCT, 30, 2002 SCALE:"'50'
I
GRAPHIC SCALE I
I
SET MAG NAIL CL U.S,
KWY 70 AND SOUTHWESTER
LINE Of SOUTH HARBOR
DR.
I
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I l-J j,;, C: I I t:J c.\.-:
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, 0/;. TIE-DOWN IS NOT TO
:?/II" SCALE '
~/QJ""
") ,
~/'
/
I
/
YI FOUND p, K, NAIL CL U.
I s. HWY 70 AND CL ARMY
CAW RD, ( S, R. 1369)
" NOTE: FIRST LEG OF TIE IS NOT
I "TO SCALE
I ""
I "
CL U. S. HWY 70
I
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III II ~
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PHYSICAL SURVEY Fe
"
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"
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\ \ \ \ \ 11/111
\\ CA I,
"y.. RO I;
.:=-"'o<<-~~~~IY~,:~"<''''-:,
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POWELL SURVEYlNG COMP
p, 0. OOX 515
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N/F WILL lAM STYROl
PIN. 7369,03342383
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