20051708 Ver 1_Complete File_20070827

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~ Isslled to Earl Ray Godfrey, RID, IIertford, NC, 27944-9803

~ Authorizing development in Perquimans County at Perquimans River, Winslow Road, Hcrtford
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~ Excavatioll and/or filling pursuant to NCGS 113-229

, as rcquested in the permittee's application dated 7/11/05 (MP-1), 8/15105
(MP-2), and 7/25105 (MP-4), including the attached workplan drawing, sheet 201'2 dated "revised 8/15/05"

This permit, issued on November 7,2005 , 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
1 be subject to fines, imprisonment or civil action; or may cause the permit to be null and void,

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Shoreline Stabilization

1) The bulkhead and riprap alignment shall strictly adhere to the alignment depicted in the attached
workplan drawing dated "revised" 8/15/05. The permittee shall stake the alignment and have the
alignment verified by a representative of the Division of Coastal Management within a maximum of 30
days prior to the start of any construction,

(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.

Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.

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../- Charles . ones, Director
q)ivision of Coastal tvIanagement

Any maintenance work or project modification not covered
hereunder requires further Division approval.

All work shall cease when the permit expires on

This permit and its conditions are hereby accepted,

December 31, 2008

In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program,

Signature of Permittee

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i: Earl Ray Godfrey Permit.jf 166-05 f,
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Thc bulkhead shall be structurally tight so as to prevcnt seepage of backfill materials through the i:
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The bulkhead shall bc constructed prior to any backfilling activities.

The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation or other land disturbing activities
is permitted except for that which shall be required for the construction of the bulkhead wall, riprap,
deadmen cables, etc. This permit does not authorize any excavation waterward of the approved
alignment.

5) The rip rap 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.

6)

The alignment of the approved riprap shall not extend more than 8 feet from the approved bulkhead
alignment at any point along its alignment.

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The rip rap material shall consist of clean rock or masomy materials such as but not limited to granite,
marl, or broken concrete.

8) All fill material shall be clean and free of any pollutants except in trace quantities.

9) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.

10) No backfill material shall be placed within 30 feet of the normal water line, except that which shall be
used to backfill the area behind the permitted bulkhead.

Sedimentation and Erosion Control

11) 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 bulkead cap immediately following completion of backfilling activities.

12) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.

Docking Facility

13) Unless specifically altered herein, this permit authorizes only the 6ft. x 150 ft. pier with a 10 ft. x 36 ft.
platform and 2 mooring pilings, all specifically set forth in the permit application and attached workplan
drawing. No other structure, whether floating or stationary, shall become a permanent part of this
docking facility without permit modification. No non-water dependent uses of structures shall be
conducted on, in or over public trust waters without permit modification.

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ADDITION/:..L CONnlTION~;

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1\u sewage, whctlwr treated or \lntrc~(ltcd, shall be dischargl~d at any time fll)J11 any boats using tbe: *
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docking facility, Any sew,lge dischart"e at tk docking facility shall be comickred a violation of this :::
permit for which the permittee is respollsibk, This prohibition shall he applied and enforced tlulmghout ~
the entire existence of the permit! cel structure, ~
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The docking facility and associatl'd structures shall have a minimum setback distance of 15 feel between
:.my parts of the structure and the adjacent property owncr's riparian acccss 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.

Because of the close proximity to the eastem most property owner, and to ensure compliance with
Condition No. 17, an as-built survey shall be performed of the docking facility, and a copy of the survey
provided to the Division of Coastal Management, within 60 days of completion of construction of this
portion of the project.

17) 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.

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21)

22)

18) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.

19)

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.

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
which may be caused from existing or future operations undertaken by the United States in the public
interest.

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.

This permit authorizes a maximum of two boat slips.

General

23) 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.

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ADDITIONAL CONDITIONS

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No vegetated wetlands shall be excavated or filled, even temporarily, without permit modification.

NOTE:
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This permit docs llOt 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 adviscd that many non-water
dependent activities are not authorized within 30 fcet of the normal watcr lcvel.

NOTE:

The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 05-1708), which was issued on 10/27/05.

NOTE:

The u.s. Army Corps of Engineers has assigned the proposed project COE Action rd. No.
200511910.

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Michael F, Easley, Governor

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

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

October 27,2005

DWQ Project # 05-1708
Perquimans County

Earl Ray Godfrey
RR3
Hertford, NC 27944

Subject Property:

Earl Ray Godfrey Property
Albemarle Sound - Perquimans River [030152, 30-6-7, SB]

Approval of 401 Water Quality Certification (GC3400) with Additional Conditions

Dear Mr. Godfrey:

You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.282 acres of public trust area (estuarine waters) for bulkhead fill, and to place fill
material within or otherwise impact 0.256 acres of public trust area (estuarine waters) for riprap fill to
replace an existing wooden bulkhead as described in your application received by the Division of Water
Quality (DWQ) 401 Oversight/Express Review Permitting Unit on September 7, 2005. After reviewing
your application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3400 covers these water impacts. This Certification allows you to General Permit
No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition, you should get
or otherwise comply with any other federal, state and local requirements before you go ahead with your
project including (but not limited to) erosion and sediment control regulations and CAMA. 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. 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:

Type

Public Trust Area (estuarine waters)
Public Trust Area (estuarine waters)

Plan Location or Reference

DCM Field Investi
DCM Field Investi

ort

40 I Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-]650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 9] 9-733-1786/ FAX [phone] / Internet: http://h2oenr.statene.uslncwctlands

An Equal Opportunity/Affirmative Action Employer - 50% Recyclcdll 0% Post Consumer Paper

Earl Ray Godfrey
Page 2 of2
October 27,2005

2. 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 Oversight/Express Review Pennitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

3. Water Quality Certification

The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.

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 Pennit.

If you do not accept any of the conditions of this Certification (associated with the approved water
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 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.

AWKJijm

7:

ran w. Klimek, P.E.

Enclosures:

GC 3400
Certification of Completion

cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Atlantic Envirorunental Consultants, LLC, P.O. Box 3266, Kitty Hawk, NC 27949

Filename: 051708EarIRayGodfrey( Perquimans)40 1_ CAMA

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

September 2, 2005

MEMORANDUM:

TO:

Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality

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SEP 7 2005

FROM:

Doug Huggett
Major Permits Processing Coordinator

DENR - WATER QUALITY
WETL\NDS.lJJD STORM\VATER BRAljCH

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Earl Ray Godfrey

Project Location: Farm located off Winslow Road (SR 1323), Durants Neck, New Hope

Proposed Project: Bulkhead and fill, riprap, pier with 'T' head and mooring pilings

Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 09/23/05, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kim Hedrick 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

1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: www,nccoastalmanagement.net

An Equal Opportunity \ Affirmative Action Employer - 30% Recycled by Fiber Weight

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

I.

APPLICANT'S NAME: Earl Ray Godfrey

2.

LOCATION OF PROJECT SITE: Winslow Rd.(SR 1323), Hertford, New Hope Community,
Durant's Neck, Perquimans County, adjacent to Albemarle Sound, at mouth of Perquimans River.
Photo Index - 2000: 159-1745 (L-13 to M-16); 1995: 159-1634 (P-lO,l1)
1989: 116-8 (B-14) 1984: 114-790 (B-9) 1979: 126-1582 (J-8)
State Plane Coordinates - X: 2,817,825 Y: 866,777 GPS - B080814B

3.

INVESTIGATION TYPE: CAMA, D&F

4.

INVESTIGATIVE PROCEDURE: Date of Site Visit - 06/16/2005, photos taken on 08/08/2005
Was Applicant Present -' Yes, Doug Dorman (Atlantic
Environmental Consultants) on 06/16/05

5.

PROCESSING PROCEDURE: Application Received Complete - 08/3012005
Office - Elizabeth City

6.

SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Rural
(B) AEC(s) Involved - PTA, EW, ES
(C) Water Dependent - Yes
(D) Intended Use - Private, Residential
(E) Wastewater Treatment: Existing - None
Planned - N/A
(F) Type of Structures: Existing - Bulkhead remnants to be removed.
Planned - Bulkhead, riprap, and "T" shape pier with 2 mooring pilings.
(G) Estimated Annual Rate of Erosion - 5 feet/year
Source - Applicant

7 . HABITAT DESCRIPTION:

[AREA]
FILLED

SHADED
(PIER)

GRADED

(A) Uplands, outside Estuarine 15,000 sq. ft.
Shoreline AEC
(B) Public Trust Area, Estuarine Waters Bulkhead fill
12,287 sq. ft. 1,260 sq. ft.
riprap fill
11,152 sq. ft.
(C) Uplands in Estuarine Shoreline AEC Bulkhead fill
5,773 sq. ft.

(D) Total Area Disturbed - 45,472 sq. ft. (1.04 acres total, 0.70 acres in EW and ES AEC)
(E) Primary Nursery Area - No
(F) Water Classification - SB Open - No

Earl Ray Godfrey
Field Investigation Report
Page 2

" .

8. PROJECT SUMMARY:
The applicant proposes to replace 712-ft. of a 1,394-ft. wooden bulkhead, rock rip rap 1,394-ft.
waterward of existing and replacement bulkhead, construct a new pier with a lO-ft. long by 36-ft.
wide "T" platform and two mooring pilings, and remove old bulkhead remnants on his property
located adjacent to a farm field off Winslow Rd., New Hope Community, in Durants Neck,
Perquimans County, and on Albemarle Sound.

PROJECT SETTING

The property is a 65.48-acre farm located off Winslow Rd. (SR 1323), Durant's Neck New Hope
Community, in Perquimans County and adjacent to Albemarle Sound. The property has an elevation of
approximately 5.5 ft. above normal water level (NWL) and has Roanoke and Chowan silt loam soils.
Vegetation on the property consists of mostly pine, sweet gum, bald cypress, other indigenous trees,
grasses, weeds, and soybeans. The development site is located on the northern shoreline of Albemarle
Sound just east of the mouth of the Perquimans River. The width of Albemarle Sound at this point is
approximately 9 miles (47,520 feet). Previous Earl Ray Godfrey Major Permit No.'s 157-77, 171-87,
and 151-95 authorized the existing bulkhead, a bulkhead aligned further waterward of NWL than
currently being proposed, and a boat ramp adjacent to a pier on a further westerly tract. Only remnants
of the old bulkhead and pier currently exist.

Adjacent property consists of four single-family dwellings along the shoreline to the west and wooded,
undeveloped property to the east. The properties to the west have been bulkheaded, while the property to
the east is natural shoreline, and the applicant's property has experienced considerable erosion along the
shoreline in areas where the existing bulkhead has failed or washed away due to Hurricane Isabel and
tropical storms and high winds that followed. A severe escarpment averaging 4-ft. deep by lO-ft wide
exists in failed bulkhead areas. This farm tract has an irregular shoreline that is approximately 2,500
linear feet.

The water depth close to shore ranges from 0.3-2 ft. and gradually deepens to 3.2 ft. at water ward end
of pier. There was no observed presence of submerged aquatic vegetation or shellfish in the vicinity of
the pier on August 8, 2005. Reviews of available information suggest that there are no known
archeological sites or geologic formations associated with the applicant's property. The waters of the
Albemarle Sound in this area are classified as SB by the Division of Environmental Management and are
closed to shellfish harvesting.

PROJECT DESCRIPTION

In order to prevent further erosion, the applicant proposes to replace 712 ft. of an existing 1,394-ft.
wooden bulkhead to connect with existing bulkhead on his property to have a straight alignment. The
applicant proposes three IS-ft. return walls: two of them are located on the west side of sections C and B
of Sheet 2, and the other is located at the eastern property line adjacent to Charles Anthony's property.
All three return walls terminate the bulkhead along a treelike of 404 wetlands. The proposed bulkhead
alignment will have a maximum distance of 58 ft. from the shoreline and an average distance of 20 ft.
While 12,287 sq. ft. of state waters behind the failed bulkhead will be recaptured, there exists another
approximately 10,500 sq. ft. of state waters behind the failing bulkhead that will not be recaptured.
Excavation within the water will be needed for installation of the bulkhead. Clean, dry fill will be used

Earl Ray Godfrey
Field Investigation Report
Page 3

for backfill from his own soybean field adjacent to the project, which is upland and outside the Estuarine
Shoreline (ES), Area of Environmental Concern (AEC). If additional fill is needed, clean, dry fill will be
trucked in from an upland, commercial pit. The applicant is requesting this bulkhead alignment because
trash and debris collect in the eroded area and Hurricane Isabel was the major cause of this severe
erosion. Due to the historical high maintenance of the bulkhead since it's initial construction and to break
waves before they hit the bulkhead wall, the applicant proposes to riprap the entire 1,394 ft. of bulkhead,
8-ft. waterward of the proposed bulkhead alignment and average 2-ft above the sandy bottom. This riprap
will better protect the bulkhead shoreline from wave energy created from southwest winds and
approximate 9-mile fetch of the Albemarle Sound.

The applicant proposes to construct a ISO-ft. long by 6-ft. wide pier with a lO-ft. long by 36-ft. wide
"T" head platform. The total length of the pier structure will be 160 ft. The applicant proposes to place
two pilings north of the "T" in order to create two 12-ft. long by IS-ft. wide boat slips. There is a 260-
ft. long pier along the same shoreline 130 feet north of the applicant's property.

ANTICIPATED IMPACTS

The proposed bulkhead alignment with backfill will result in the filling of approximately 12,287 sq. ft.
(308 cubic yards) of Public Trust Area (PTA), Estuarine Waters (EW), and 5,773 sq. ft. (2,528 cubic
yards) of PT A, Estuarine Shoreline (ES) Area of Environmental Concern (AEC). Additional fill in the
PTA, EW from the riprap will result in the filling of approximately 11,152 sq. ft. (206 cubic yards).
Therefore, total fill from the riprap and bulkhead in the PTA, EW will be 514 cubic yards.

The proposed pier will shade 900 sq. ft. and the "T" platform will shade 360 sq. ft., for a total of
1,260 sq. ft. of shaded area in the PTA, EW. There are no expected navigational impacts due to the pier
structure.

Temporary water turbidity will occur during construction. The use of a filter cloth behind the
bulkhead, will minimize future erosion and turbidity.

Submitted by:
Date:

Kimberly A. Hedrick
08/31/2005

Ray Godfrey Major Permit Application - Photos taken on 08/08/2005 by Kim Hedrick from west
to east

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Sheet 2, Section C, facing west,
standing at terminus of bulkhead.

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Sheet 2, Section C, facing east - Existing
wood bulkhead in good condition, except
failed area shown by arrow. '

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Sheet 2, Section A - 4-5 ft. erosion
escarpment adjacent to soybeans.

MAJOR PERMIT FEE MATRIX

Applicant: Earl Rav Godfrev

Selection Development Type Fee DCM% DWQ%
(14300160143510009316256253) (24300 16024351000952341)
I. Private. non-commercial
D development that does not $250 100% ($250) 0% (SO)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
D development that does not S400 100% (S400) 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
8. C. or D below applies:
III(A). For Private non-
D commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached) can be applied:
111(8). For public or
D commercial development, if $400 100% ($400) 0% (SO)
General Water Quality
Certification No. 3301 (see
attached) can be applied:
III(C), If General Water
D Quality Certification No. $400 60% ($240) 40% (SI60)
3301 (see attached) could
be applied, but OCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
111(0). If General Water
[g] Quality Certification No, $400 60% (S240) 40% (SI60)
3301 (see attached) cannot
be applied:
IV. For development that
D involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

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PROJECT NARRATIVE < .;, i -'.~ .'''\.r''-~ ~'.~,.
Earl Godfrey - CAMA Major Permit Application ",-,'...- .,. ~I:
He rtford, Perquimans County, North Carolina

, August 15, 2005
Page 1 of 3

The purpose of the proposed activity is to reconstruct three portions of an
existing 1,394 linear foot bulkhead, point to point, which has been destroyed in
three areas (see sheet 2 of 2: (A), (B), & (C)) within the existing bulkhead
alignment, from prior hurricane and storm events. Remnant bulkhead and
tiebacks are present in three areas, ((A), (B), & (C)) where severe escarpments
exist. Breaks in the bulkhead, left the shoreline vulnerable to storm erosion
causing distinct escarpment averaging four feet (4+') in depth. The eroding
shoreline continues to erode with every strong southwest wind. The remaining
bulkhead (685 linear feet) is in good condition (see sheet 2 of 2) except for a 50
linear foot section that needs some minor repairs and to be backfilled. The
remaining 635 linear feet does not require replacement or maintenance at this
time. Linear footage of bulkhead to be replaced landward of the existing remnant
bulkhead is 712 linear feet, Sections (A), (B), & (C). Three 15 foot return walls
(one at each end) are proposed to be replaced as well (45 linear feet). Rock Rip
rap (1,394 linear feet, 8' base, 2' in height) is proposed waterward of the
bulkhead once the bulkhead is reconstructed. Construction of a pier (150'),
platform (400 sJ.) and two boat slips are proposed as well.

Predominant southwest winds make this area along the Perquimans River a high
wave energy area; therefore, without continued shoreline stabilization the
shoreline is vulnerable to continual erosion. Personal observation from the
property owner and NC Division of Coastal Management field representative,
observed eroded shoreline 10+ feet in the past 12 months. Once the
reconstructed bulkhead is in place, rip rap placed in front of the bulkhead will
armor the bulkhead and minimize future destruction due to the high-energy
impact zone. Rip rap is proposed in front of the bulkhead, since historical
bulkheads armored with rip rap have proven to be left intact after major storm
events, when portions of bulkhead without rip rap have failed (refer to previous
CAMA Major Permit "Albemarle Estates" in Currituck County). Existing
structures do not exist on the property; property is currently utilized as a
cultivated farmland (soybeans).

Predominant southwest winds make this a high wave energy area, therefore,
submerged aquatic vegetation (SAV's) does not normally exist in these high-
energy areas. AEC staff confirmed during a site visit, there are no submerged
aquatic vegetation (SAV's) within the project area or outside the project area.
With the absence of SAV's, aquatic invertebrate and vertebrate species should
not be impacted by the proposed activity. It is to the findings of the field biologist
during site visits, aquatic life is not reported in this project area. There are no
coastal wetlands present within this 64 acre tract or within the project area or

Page 2 of 3

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outside the project area. Wooded areas have not been delineated but have been
observed by AEC staff to support Section 404 wetlands.

All field measurements taken during a southwest wind tide. Tide was
approximately 3 inches above NWL; corrections were made to water depths
during the time of survey (plat reflects corrected water depths). Water depths
were taken in fifteen-foot increments from the NWL to the existing bulkhead
alignment. Transects were taken 20 feet apart in Sections (A), (B), & (C).
Escarpment measurements were taken every 20 feet at each transect.

AEC environmental staff on June16th, 2005took the following measurements:

Three Sections of Bullrnead Bacldill

Section

Max. Distance
to Bulkhead
from NWL

Ave. Distance Ave. Water Ave. Escarp.
from enscarp to Depth (ft.) Depth (ft.)
NWL

Fill in Total Fill
water (c.yds.) (c.yds.)

(A)
, (B)

34' (ave. 19')

12'

.5'

4.75'

48

825

58' (ave. 28')

1'1'

.75'

4.25'

208

1,676

(C) ~o (alii:, 15') 9" .65 2.5' 52. 33S
r
CO<Io!(..+c.:t fr:>rt" ~h:."e
TOTAL (c.yds.) \CGIil'lt(.::;.."ti:>>;., "'I... ~iM \\\!',I(;~l 308 2.836
'E. Do",~ vc,..........vI 0<\ {:3/z.s;cs,
Other fill proposed in open water includes rock rip rap:
1,394' x 8'x 1'x .5 + 27 = 206 cubic yards open water fill

TOTAL open water fill proposed = 514 cubic yards

Proposed Construction:

. 712 linear feet of bulkhead
. Three (15') return walls - Total 45 linear feet.
. Six foot wide pier 150 in length
o 400 square foot platform on the end of pier
o Two mooring pilings for two boat slips at end of pier
. Rip rap a total of 1,394 linear feet (8' base, 2' height)

Methods of Construction:

Bulkhead, pier and mooring pilings to be constructed using hand tools, hydraulic
pumps and barge. Bulkhead backfill will consist of sandy upland source on site,
to be bulldozed and graded towards the constructed bulkhead placed with filter

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cloth. If more material is needed for backfill behind the bulkhead, it will be
trucked in from a highground commercial source.

Rock rip rap will be trucked in after backfill and bulkhead are in place, and placed
directly in front of the bulkhead (1,394 linear feet).

Rip rap proposed below the NWL 1,394' x 8' x 1 x .5 -;- 27 = 206 cubic yards.
Once all rip rap is in place, rip rap height will be no more than one foot above the
NWL.

Total disturbed area for the proposed activity = 19,355 sJ. (includes backfill in
escarpment areas (A) (B) & (C)).

Total disturbed area within the 30' Buffer = 19,355 sJ.
Total disturbed area within the 75' AEC = 19,355 sJ.

A total cubic yards of open water fill proposed is 308 c.yds.

Total cubic yards of fill proposed for the backfill within escarpment areas
excluding open water fill is = 2,528 cu.yds.

Total cubic yards of fill proposed for this project = 2,836 cubic yards

Page 3 of 3

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Form DCM-MP-l

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APPLICA TJION

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(To be completed by all applicants)

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1. APPLICANT

a. Landowner:

Name

Earl Godfrev

Address RR 3

City Hertford

State NC

Zip 27944-9803

Day Phone see agent

Fax

b. Authorized Agent:

Name Atlantic Environmental Consultants, LLC

Address P.O. Box 3266

City Kitty Hawk

State NC

Zip 27949

Day Phone [phone]

Fax [phone] e-mail: [e-mail]

c. Project name (if any) AEC #04-100

NOTE: Permit will be issued in name of landowner(s), and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County

Perquimans County

Revised 03/95

b. City, town, community or landmark
Hertford

c. Street address or secondary road number
Winslow Road

d. Is proposed work within city limits or planning
jurisdiction? -2L- Yes _ No

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Perquimans 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
excavation and/or filling activities.
Reconstruct bulkhead with backfill (including back-
fill in open water) and rip rap will be placed
waterward of the bulkhead. construction ofa pier
platform and boat slips

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

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. Existing bulkhead is dilapidated due to
several stonn events. The shoreline has significantly
eroded due to the failure of the existing bulkhead,
creating a 30 inch to six foot escarpment.
Reconstruction of bulkhead with backfill and rip rap
is proposed to continue stabilization of the shoreline
and prevent further erosion to soundfront property,
(see more details in attached proiect narrative)

Form DCM-MP-l

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APPLICA TION

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(To be completed by all applicants)

4. LAND AND WATER
CEUUlACTERlSTICS

a. Size of entire tract 65.48 acres

b. Size ofindividuallot(s) 65.48 acres

c. Approximate elevation of tract above MHW or NWL
4 -7 feet

d. Soil type(s) and texture(s) of tract
Roanoke silt loam and Chowan silt loam

e. Vegetation on tract farmfiled (soybeans): Wooded
area (wetland area) gums. bald cypress. lizards tail
and ferns

f. Man-made features now on tract

farmland - no manmade features other than existinJ;
bulkhead and wire fencing

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

_Conservation
_ Developed
-L Rural

Transitional
_ Community
Other

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

1. Is the proposed project consistent with the applicable
zoning? -L Yes _No
(Allach zoning compliance certificate. if applicable)

J. Has a professional archaeological assessment been
done for the tract? Y es ~ No
If yes, by whom? N/ A

k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?

Revised 03/95

Yes -2LNo

1. Are there wetlands on the site? -2L Yes No
Coastal (marsh) _ Other 404 wetlands
If yes, has a delineation been conducted? no
NO wetlands within project area

m. Describe existing wastewater treatment facilities.
N/A

n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industriaVcommercial effluent, "wash
down" and residential discharges.) surface runoff

o. Describe existing drinking water supply source.
N/A

5. ADDITIONAL INFORMATION

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

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

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

Please note that original drawings are preferred and only
high quality copies will be accepted, Blue-line prints or

Form DCM-MP-1

other larger plats are acceptable only if an adequate number
of quality copies are provided by applicant. (Contact the
U.S. Anny Corps of Engineers regarding that agency's use
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.

-A Stormwater Certification, if one is necessary.

G A list of the names and com plete 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 Charles Benard Anthony
Address 7 Greyswood Court
Phone Potomac. MD 20854-6149

Name Douglas & Kathy Fairfax
Address 8549 S. Lake Circle
Phone Ft. Mvers. FL 33908-5602

Name
Address
Phone

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

Research by DCM field representative could not find

previous permits for the existing bulkhead

o A check for $400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.

13 A signed AEC hazard notice for projects m
oceanfront and inlet areas.

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

Revised 03/95

I,'

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)
compliance with the North Carolina Environmental
Policy Act.

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

I understand that any pennit 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 pennit.

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

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

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

This is the 11 th day of July

,20~.

Print Name Doug Dorman

Signature~~
Landow utl10rized Agent

Please indicate attachments pertaining to your proposed
project.

l DCM MP-2 Excavation and Fill Information
l DCM MP-3 Upland Development
~ DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development

Form DCM -l\1P-2

EXCAVATION

AND FILL

(Except bridges and culverts)

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

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

Access
channel
(ML W)
rNwr .)

Canal

Boat
basin

Boat
ramp

Rock
grom

Rock (rip rap)
Breakwater
(front of bulkhead)
Other
(Excluding
shoreline
stabilization)

Revised 03/95

Width

Average
Existing
Depth

Final
Project
Depth

o

Length
N/A -- -- --
N/A --- --- ------
N/A ----- ----- ----
N/A ---- -- ---
N/A ----- -- -----
Height 2'
1,394 ' average
Base width
8' ----- -----
N/A ------ ------ ----

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1. EXCAVATION

a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/ A

b. Type of material to be excavated Nt A

c. Does the area to be excavated include coastal
wetlands? Yes No N/A

d. Highground excavation in cubic yards Nt A

2. DISPOSAL
MATERIAL

OF

EXCAVATED

a. Location of disposal area Nt A

b. Dimensions of disposal area Nt A

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

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

Form DCM-MP-2

e. Does the disposal area include any coastal
wetlands(marsh), SA Vs or other wetlands? N/A
Yes X No

f. Does the disposal include any area in the water?
Yes X No N/A

3. SHORELINE STABILIZATION

a. Type of shoreline stabilization
X Bulkhead X Riprap

b. Length 712' bulkhead; 1,394 linear feet rip rap'

c. Average distance waterward of MHW or NWL
See table labeled "three sections of bulkhead backfill" in body
of attached project narrative.

d. Maximum distance waterward of MHW or NWL
See table labeled "three sections of bulkhead backfill" in body
of attached project narrative

e. Shoreline erosion during preceding 12 months
+/ 10 feet
(Source
information)

of Personal observation/DeM
field representative

f. Type of bulkhead or riprap material
Wooden bulkhead, concrete rip rap

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 1,394' x 8'x l'x .5 + 27 = 206 c.yds.
(2) Bulkhead fill (A) 2,607 x .5(ave depth) +27
= 48 c.yd,
(8) 7,508 x .75(ave.depth) +27
=208 c.yds.
(C) 2,172 x .65(ave depth)
= 52 c.yd
Total = 308 c.yds. (~.',:..e:;~t~ ~.I7%cr~
PIYM"",- \>h<....~) ~
h. Type offill material Suitable sand

I. Source of fill material on-site grading of material
towards bulkhead for backfill, if more backfill is
needed, fill will come from an commercial upland
source.

Revised 03/95

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4. OTHER FILL ,ACTIVITIES Nt A
(Excluding Shoreline Stabilization)

a. Will fill material be brought to site? N/ A

Yes

No N/A

If yes,
(1) Amount of material to be placed in the
water N/A

(3) Purpose offill
N/A

b. Will fill material be placed in coastal wetlands
(marsh), SA V s or other wetlands? N/ A
Yes X No

5. GENERAL

a. How will excavated fill material be kept on site
and erosion controlled? No excavation
proposed: filter cloth will be placed between the
bulkhead and backfill.

b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Small barge, hydraulic pump and hand tools

c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.

AEC #04-100
Applicant or Project Name

1~~

Date

. Form DCM-MP-2

FOlm DCM-MP-4

STRUCTURES

(Construction within Public Trust Areas)

Attach this foml to Joint Application for CAMA Major Pennit, e.
Fonn DCM-Jv1P-l. Be sure to complete all other sections of
thc
Joint Application which relatc to this proposed project.

a, Dock(s) and/or Pier(s)
(1) Commercial Private --.X- Community _
(2) Number I
(3) Length 150'
(4) Width 6'
(5) Finger Yes No-L
Piers
(i) Number N/ A
(ii) Length N/A f.
(iii) Width N/A
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 36'
(iii) Width 10'
(7) Number of slips proposed 2 g,
(8) Proximity of structure to adjacent riparian property
lines 19 feet from the property line
(9) Width of water body 1.6 miles
(10) Water depth at watemard end of pier at ML W or
N\VL 3,2 feet

b,

Boathouse (including covered lifts)
(I) Commercial
(2) Length N/A
(3) Width N/A

N/A
Private

c, Groin (e.g. wood, sheetpile, etc,) N/A
(1) Number N/A
(2) Length N/A

d, Bulkhead (e,g, wood, sheetpile. etc,)
(1) Length 620 f~~l
(2) Average distance from MHW, NWL, or
wetlands See table in body of attached project
narrative
(3) Maximum distance beyond MHW. N\VL or
"etlands See table in body of attached project
narrative

Re\'ised 03/95

Mooring buoys N/A
(I) Commercial Private

Community _

(2) Number N/A
(3) Description ofbuoy (Color, inscription, size, anchor, etc.
N/A

(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A

Mooring structure (boatlift, mooring pilings, etc.) Pilings
(1) Commercial Community x Private
(2) Number 2
(3) Length 20'
(4) Width 8" diameter

Other (Give complete description)
N/A

AEC #04-100
Applicant of Project Name

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gnature

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Date

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PROPOSED AREA TO BE
EXCAVATED FOR BACKFILL
2.700 CUBIC YARDS

100'

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TREELINE IS APPROXIJlATE LIMITS OF 404
WETLANDS AS OBSERVED ON 6/16/06 BY
ATLANTIC ENVIRONJIENTAL CONSULTANTS

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N.T.S.

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m GOOD CONDlTlON 'I

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_ TREELINE IS APPROXIJlATE LIMITS OF 404
\ =...---- WETLANDS AS OBSERVED ON 6/16/06 BY
I, ATLANTIC ENVIRONJIENTAL CONSULTANTS

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N/F
CHARLES ANTHONY

,

,-"-"-"

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2x8 GIRDER

. \' 2X6 JOIST 0.4 CCA
..... 2X6 DECKING 0.40 CCA
./'- #2 SYP or
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TO BE REPLACED

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4"xB"x10' WHALER
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S.8 z36' V I

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EXITING REMNANT BULKHEAD I
.' ..... TO BE REMOVED I
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N.T.S.

ITHIS CROSS SECIION IS TO BE USED FOR I
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N.T.S.

SHEET 2 OF 2

N.T.S.

DRAWING NO. 04-1 00

BULKHEAD REPLACEMENT, RIP-RAp,

AND PIER CONSTRUCTION

NO. DATE
1 7/25/05

2 8/15/05

REVISIONS
REVISED AS PER DCM COMMENTS

REVISED AS PER DCM COMMENTS

A fLAIVf/C EIVf//I?OIVAlEIV!AL COIVSM !AlVIS; LL C

GRAPHIC SCALE

50 0

~

25

I

50

I

100
I

200

I

SURVEY INFORMATION PRO~DED BY GODFREY AND
ASSOCIATES, INC. PLAT DATED 6/2/05

DRAWN BY

DAD

65.48 ACRE PARCEL IN NEW HOPE
EARL RAY GODFREY PROPERTY

PO BOX 3266 KITTY HAWK NORTH CAROLINA
Phone: [phone] Fax: [phone]
[-Mail: [e-mail]

( IN FEET )
1 inch = 50 ft.

ISSUE DATE

DRAWING FILE: 04 100
PLOT SCALE: 50'

7/8/05

NEW HOPE TOWNSIDP

PERQUIMANS COUNTY

NORTH CAROUNA

,