20040708 Ver 1_Complete File_20040430

Michael F. Easley, Governor

WiJliam G. Ross, Jr., Secretary
Department of Environment and Natural Resources

Alan W. Klimek, PE, Director
Division of Water Quality

Coleen Sullins, Deputy Director
Division of Water Quality

June 24, 2004

DWQ Project # 04-0708
Dare County
Page 1 of 2

Steve Midgett and Trenton Crow
C/o Steve Midgett
43 Eagles Nest Lane
Kitty Hawk, NC, 27949

Subject Property:

Lot 4 (Steve Midgett) and Lot 2 (Trenton Crow), Herbert Perry Road

Approval of 401 Water Quality Certification (GC3351) with Additional Conditions

Dear Messrs. Midgett and Crow:

You have our approval, in accordance with the attached conditions, to place fill material within
or otherwise impact 0.87 acre of wetlands and waters to perform maintenance dredging and to
fill a basin, construct a boat ramp, boat house, riprap, groin, bulkhead and bridge at your
properties as described in your application received by the Division of Water Quality (DWQ)
Wetlands/401 Unit on April 30, 2004. After reviewing your application, we have determined
that the Division of Water Quality (DWQ) General Water Quality Certification Number 3351
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 witbyour 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 Jor' 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.

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh. NC 27699-1650 (Malllng Address)
2321 Crabtree Blvd., Raleigh. NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto:/lh20.enr.state.nc.us/ncwetlands)
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.'

Steve Midgett and Trenton Crow
Page 2 of 3
Date

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:

Amount Approved Plan Location or Reference
(Units)
Stream N/A (feet)
404/CAMA Wetlands 0.87 (acres) CAMA Field Reoort
Waters N/A (acres)
Buffers N/ A (square ft.)

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/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Cente~, Raleigh, NC, 27699-1650.

3. Water Quality Certification

The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3351.

4. Deed Notifications

Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the
401/Wetlands Unit web site at http://h20.enr.state.nc.us/ncwetlands. The text of the sample
. .deed- notification may be modified as appropriate to suit to this project.

Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.

If you do not accept any of the conditions of this Certification (associated with the approved
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.

Steve Midgett and Trenton Crow
Page 3 of 3
Date

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 Tom Steffens in the DWQ Washington Regional Office at 252-946-
6481.

Si~~

A WK/cbk

r

Alan W. Klimek, P .E.

Enclosures: GC 3351
Certification of Completion

cc: Kendall Turnage, P.O. Box 3368, Kill Devil Hills, NC, 27948
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files

Filename: 040708Midgett(Dare )401

"

o'-{ -- 0709

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
WaE.hingtvn R8gulatvlY Fi81d Offic8
P.O. Box 1000
Washington, North Carolina 27889-1000

IN REPLY REFER TO

July 13, 2004

Regulatory Division

Action ID No, 200411422

Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
And Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

Dear Mr. Huggett:

Reference the application of Steve Midgett for a Department of the Army permit to
maintenance dredge a manmade canal and basin, place fill material within the basin, and
construct a bulkhead, boatramp, boathouse, and riprap, on property located off the Hebert Perry
Road, adjacent to Kitty Hawk Bay, in Kitty Hawk, Dare County, NOlih 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:

I. All work authorized by this permit must be performed in strict compliance with the
permit plans, which are a part of this permit.

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 of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will 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. No
claim shall be made against the United States on account of any such removal or alteration.

3. In order to protect juvenile shrimp and finfish, no excavation or filling will be permitted
between the dates of February 15 and September 30 of any year without the prior approval of the
North Carolina Division of Coastal Management.

I'

-2-

4. All excavated materials will be confined landward of the mean high water (MHW)
elevation contour within adequate dikes or other retaining structures to prevent spillover of solids
into any vegetated wetlands or surrounding waters.

5. No vegetated wetlands will be excavated or filled.

6. Excavation will not exceed -4 feet below the elevation of mean low water (ML W).

7. The temporary placement or double handling of excavated or fill materials within waters
or vegetated wetlands are not authorized.

8. The fill material will be clean and free of any pollutants except in trace quantities. Metal
products, organic materials, or unsightly debris will not be used.

9. No attempt will be made by the pennittee to prevent the full and free use by the public of
all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not
interfere with the public's right to free navigation on all navigable waters of the United States.

10. The permittee will maintain the authorized work in good condition and in confonnance
with the terms and conditions of this permit. The pennittee is not relieved of this requirement if
he abandons the permitted activity without having it transferred to a third party.

11. The activity will be conducted in such a maImer 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 NTU'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.

Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.

Sincerely,

Q i) riDI) \
fVI~'.v'l\ ~J'~
Raleigh Bland, P.W.S.
Regulatory Project Manager

Copies Furnished:

Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment
And Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

Mr. Garland B. Pardue
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 J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303

Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909

-3-

L
Permit Class
NEW

Permit Number
160-04

ST A TE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission

~trmtt

for
~ Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118

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

Issued to Steve Midgett & Trenton Crow, 43 Eagles Nest Lane, Kitty Hawk, NC 27949

Authorizing development in Dare_ County at Kittv Hawk Bay, Herbert Perry Road, Kitty

Hawk , as requested in the permittee's application dated 4/7/04, incl. att. wkpln dw~s

(7), workplat dated rev. 4/7/04, groinlbreakwaterlboat ramp details dated 2/9/04, walkwaylbulkhead/boathouse details dated 4/6/04.

This permit, issued on December 7. 2004 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.

I) Due to the fact that the pedestrian bridge will end in coastal wetlands, the proposed pedestrian bridge is
hereby deleted.

Excavation

2) In order to protect juvenile shrimp and finfish populations, no excavation or filling shall be permitted
between February 15 and October 31 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries.

3) Excavation shall not exceed -4 feet below the nonnal water level. In no. case shall the depth of
excavation exceed the depth of connecting waters.

\ .

(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 Conurussion.

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

. , , .. \ ~ I I .,' ! \.

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

.4- Ch des S. Jones, Director
Division of Coastal Management

All work must cease when the permit expires on

This permit and its conditions are hereby accepted.

December 31, 2007

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

Steve Midgette & Trenton Crow

Permit # 160-04
Page 2 of6

ADDITIONAL CONDITIONS

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

5) No excavation shall take place at any time in any area outside of the alignment of the area indicated on
the workplan drawings.

NOTE:

The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108
to discuss operations and appropriate lighting, markers, etc. for all dredge equipment.

Spoil Disposal

6) All excavated materials shall be confined above the normal water line and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.

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

8) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal water level to prevent gully erosion and unnecessary siltation. ,.

9) The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike
and a maximum distance from spillways to allow settlement of suspended sediments.

10) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance
with water quality standards.

11) The diked disposal area shall be constructed a sufficient distance from the normal water level or any
marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters.

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Bulkhead

".,l;

12) The alignments of the authorized bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by' adverse weather conditions, shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.

13) The bulkhead shall be constructed prior to any backfilling activities~: ( Ii, ,i I,

14) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.

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~

Steve Midgette & Trenton Crow

Permit #160-04
Page 3 of6

ADDITIONAL CONDITIONS

15) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel.

16) The backfill material shall be clean and free of any pollutants except in trace quantities.

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

18) No backfill material is to be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead. Any future request to place fill within this area
shall require a modification of this permit.

19) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.

Concrete Boat Ramp

20) The concrete boat ramp shall be poured on high ground and pushed or placed into the water once
hardened. Live concrete shall not be allowed to contact waters of the State or water that will enter
waters of the State.

Boathouse and Courtesy Pier

21) This permit authorizes only the boathouse and courtesy pier located in or over the water that are
expressly and specifically set forth in the permit application. No other structure, whether floating or
stationary, may become a permanent part of this docking facility without permit modification. No non-
water dependent uses of structures may be conducted on, in or over public trust waters without permit
modification.

22) The boathouse, courtesy pier and associated structures shall have a minimum setback distance of 15 feet
between any parts of the structure and the adjacent property owner's riparian access corridor.

23) The boathouse shall not be completely enclosed or have side coverage more than one half the height of
the side, from the roof waterward. The footprint of the boathouse, as measured from the roof drip line,
shall not exceed 400 square feet. ' - ~- . .

24) The authorized boathouse shall be single story, and shall not be designed to allow for second story use.

25) 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. . .

.""

Steve Midgette & Trenton Crow

Permit # 160-04
Page 4 of 6

ADDITIONAL CONDITIONS

26) 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 should be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.

Riurau Groin

27) The alignment of the authorized riprap groin shall be staked by a representative of the Division of
Coastal Man'agement within a maximum of 30 days prior to the start of construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction,

28) The riprap groin shall be setback 15 feet from the adjoining riparian access dividing line.

29) The offshore riprap groin section shall be setback 15 feet from the adjoining property lines and the
riparian access dividing line.

NOTE:

The setback may be waived by written agreement of the adjacent riparian owner. If such a
waiver is obtained, a modification of this permit wilI be require before initiating any construction
within the limits of the setback area.

30) The height of the permitted riprap groin shall not exceed one foot above the normal water level.

31) The riprap groin may not extend offshore more than 25 feet.

32) The riprap groin shall be marked at its end with yellow reflectors extending at least three feet above the
normal water level.

33) No backfill of the riprap is authorized by this permit.

Riurau and Wooden Marsh Enhancement Breakwaters

34) The alignments of the authorized riprap and breakwater for marsh enhancement shall also be staked by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse
weather conditions, shall require the alignments to be restaked by DCMWithin a maximum of 30 days
prior to the new expected start of construction. ' ;"

J

Steve Midgett & Trenton Crow

Permit # 160-04
Page 5 of6

ADDITIONAL CONDITIONS

35) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite or
broken concrete.

36) During construction of the riprap and wooden marsh enhancement breakwaters, construction matting
shall be utilized when crossing any area of coastal wetland. The matting shall be removed immediately
upon completion of construction of the breakwaters.

37) This permit authorizes no backfill activities behind the authorized riprap and breakwater structures.

38) The, height of the permitted breakwater structures shall not exceed six inches above the normal water
level.

39) The wooden breakwater shall be constructed with an equal gap between each sheathing board totaling at
least one inch of open area for every linear foot of breakwater. The breakwater shall have at least one,
five foot opening at every 100 feet. The breakwater sections may be staggered and overlap as long as
the five foot separation between sections is maintained. Overlapping sections shall not overlap more
than 1 0 feet.

40) The permitted breakwater shall be constructed of treated wood, plastic lumber, metal sheet piles or other
suitable materials approved by Department personnel.

41) The riprap breakwater shall be marked at 50-foot intervals with yellow reflectors extending at least three
feet above normal water level.

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42) The offshore breakwater section shall be setback 15 feet from the riparian access dividing line. The line
of division of riparian access shall be established 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. ,..,,,,, .", ,I.."" ,11""'''1'''/''1 \", ,. "I, ", ,

. \1, .... -',

Sedimentation and Erosion Control

NOTE:

An Erosion and Sedimentation Control Plan may be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. The applicant
should contact the Town of Kitty Hawk to initiate this process.
. d.dHHd.!I\... \ ..".."q)J)hl.~ ..",'vHo". ~~l,dl! i ill 11\.', j

43) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.

44) 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.).

45) All disturbed areas shall be properly graded ~d p"rovided a, gro~4. co~er sufficirnt to restrain erosion
within thirty days of project completion. . .
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Page 60f6

ADDITIONAL CONDITIONS

Stormwater Manag:ement

46) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7040625 on 9/30/06. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.

General

47) 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.

48) All material resulting from the removal of the existing docking facility structures and pedestrian bridges
shall be placed on an approved upland disposal site.

49) No excavated or fill material will be placed at any time in any vegetated wetlands or surrounding waters
outside of the alignment of the fill area indicat~4 o.H t~~ workpl~, 4r~wil1g(s).

50) 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.

51) The authorized structures and associated ~ciivitY' 'shall not cause an unacceptable interference with
navigation.

52) The permittee shall maintain the authorized \VoE~jrq~ood c~nd~t.i.<?~ ,an4. ip c~mformance 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,thirdparty. ,

NOTE:

This permit does not eliminate the ne~d ,.!? ,9btain any a~~it~onal 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 Divisi9n}1~ [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized; ~.!~htn 30 fee,t of the nO.rr1al h~gh water level.

The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3351 (DWQ Project No. 040708), which was issued on 6/24/04.

NOTE:

NOTE:

The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200411422.

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April 23, 2004

AifA
NCDENR

North Carolina Department of Environment and Natural ~7

Division of Coastal Management 401 ~R()(jp

Michael F. Easley, Governor Charles S. Jones, Director Will1~..Ross Jr., Secretary
, ,'f 0 In
".{j4

WATER au

'ALITY SECTION

!) 4 0708

MEMORANDUM:

TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality

FROM: Doug Huggett
Major Permits Processing Coordinator

SUBJECT: CAMA/DREDGE & FILL Permit Application Review

Applicant: Steve Midgett and Trenton Crow

Project Location: Herbert Perry Road, Kitty Hawk, NC

Proposed Project: Dredge an access channel, canal and basin; construct a boat ramp, boat house,
bulkhead, riprap, groin, and bridge

Please indicate below your agency I s position or viewpoint on the proposed project and return this
form by May 14,2004. If you have any questions regarding the proposed project, please contact
Ed Harrell 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

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Steve Midgett and Trenton Crow

2. LOCA TION OF PROJECT SITE: South end of Herbert Perry Road, Kitty Hawk, Dare County,
adjacent Kitty Hawk Bay
Photo Index - 1995: 186-1957 Q-lO, R-lO/ll 1989: 146-16 L/M-5 1984: 136-483 K/L-17/18
State Plane Coordinates - X: 2974200 Y: 855700

3 . INVESTIGATION TYPE: CAMA 1 D&F

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 03/03/04
Was Applicant Present - Yes, Represented

5. PROCESSING PROCEDURE: Application Received Complete - 04/21/04
Office - Elizabeth City

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Kitty Hawk
Land Classification From LUP - Conservation, Community
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N 1 A
(F) Type of Structures: Existing - Shed, Bulkhead, Scattered Riprap, 3 Old Piers
Planned - Boat Ramp, Dock, Bulkhead, Riprap, Rock Groin
(G) Estimated Annual Rate of Erosion: 2 feet
Source - Applicant, Aerial Photos

(A) Coastal Wetlands 100 s.f.
(B) Non-Vegetated Wetlands 712 s.f.
. Estuarine/Public Trust Waters
. Estuarine Waters/Public Trust 13,157 s.f. 3,902 s.f.
Shallow Water Habitat
(C) High Ground Disturbed
. within Buffer 5,730 s.f.
. outside Buffer 14,096 s.f.

DREDGED

[AREA]
FILLED

SHADED

7. HABITAT DESCRIPTION:

(D) Total Area Disturbed: 37,697 s.f. (.87 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No

8. PROJECT SUMMARY: Maintenance dredge 10,625 square feet of canal/basin and 30 feet by 80 feet
access channel; fill 2,242 square feet of basin; construct boat ramp, boat house, riprap, groin, 382 feet
of bulkhead, and 6 feet wide bridge.

FIELD INVESTIGATION REPORT
Steve Midgett and Trenton Crow
Page 2

PROJECT SETTING

Messrs. Midgett and Crow own adjacent residential lots located near the south end of Herbert
Perry Road (SR 1213) in the Village of Kitty Hawk in Dare County. Both of these 4/1O-acre
parcels front an old 250 feet long "L"-shaped basin off Kitty Hawk Bay. Three dilapidated piers
ranging 5 feet to 10 feet in length, once used to moor commercial fishing boats, line the western
shoreline of the basin. Silt and sand measuring 2.5 to 4.0 feet in depth has accumulated within the
basin such that the water depths range 0.0 to 2.3 feet at Normal Water Level (NWL).

To access the site, turn west off US Highway 158 onto West Kitty Hawk Road and travel 9/10 ofa
mile. Then turn left onto Herbert Perry Road and follow the road to its southern end. The site is
located on the east side of the road.

Man-made features noted on the two lots include a 16 feet by 24 feet shed, 4 feet by 30 feet dock,
3 piers, and a 3 feet by 30 feet long bridge over the man-made basin. A review of NC DCM
records did not show previous permit involvement with the basin or other improvements. Erosion
of the basin's 4 feet tall west bank is such that the old bridge and piers have been undermined.
Aerial photos, taken 1984 to 1995, indicate that the west bank has been eroding at a rate of 1 foot
per year. The 6 feet-30 feet by 200 feet strip of land forming the east side of the basin appears to
be eroding at 2 feet per year. Adjacent shorelines, which are protected by concrete riprap, appear
to be relatively stable.

Elevation ranges 1 foot to 5 feet above Normal Water Level. Vegetation noted growing on the site
includes Salt meadow grass (Spartina patens), Black Needlerush (Juncus roemerianus), Soft rush
(Juncus effusus), Wax myrtle (Myrica cerifera), Common reed (Phragmites australis), and
Loblolly pine (Pinus taeda). The presence of 70 square feet of Coastal Wetlands vegetated with
Black N eedlerush and Salt meadow grass was noted along the shoreline just east of the shed. The
6 to 30 feet wide by 200 feet long strip of land, which forms the eastern side of the basin, is
vegetated with a mixture of non-coastal wetland species and irregularly flooded Black Needlerush
and Salt meadow grass.

The waters of Kitty Hawk Bay, in the vicinity of the project, are classified as SC by the NC
Environmental Management Commission. These waters are classified as Joint Waters by the NC
Marine Fisheries Commission and NC Wildlife Resources Commission, and as Estuarine/Public
Trust Waters by the NC Coastal Resources Commission. Water depths within the basin range 0.0
to 2.3 feet at NWL. The presence of shellfish or finfish resources was not observed during the
site inspection. The presence of submerged aquatic vegetation was not noted in the vicinity of the
project. Review of available information suggests that there are no known archeological sites or
geological formations associated with. the site.

FIELD INVESTIGATION REPORT
Steve Midgett and Trenton Crow
Page 3

PROJECT DESCRIPTION

. Create an 87 feet by 154 feet spoil retention basin with a capacity of 1,021 cubic yards
within high ground located 40 feet west of the basin. Proposed dimensions are:
o Berm base: 18 feet wide
o Berm top: 2 feet wide
o Berm height (inside): 4 feet tall

The basin's capacity appears adequate to handle the 881 cubic yards of spoil material to be
excavated.

. Construct 188 linear feet of wooden bulkhead along the NWL of the western shoreline of
the existing basin.

. Continue the above alignment a distance of 57 feet in a southerly direction in order to
contain the fill (dewatered spoil material), which is to be placed in the triangular portion of
the silted-in basin.

. Use a hydraulic dredge to excavate 787 cubic yards of silt/sand from a 10,625 square feet
area within the canal basin with an existing bottom contour of 2.0 feet below NWL to a
final contour of 4.0 feet below NWL.

. Hydraulically excavate 89 cubic yards of silt/sand from a 30 feet by 80 feet long access
channel in Kitty Hawk Bay with an existing bottom contour of 3.0 feet below NWL to a
finished contour (connecting depth) of 4.0 feet below NWL.

. Return the effluent from the bermed disposal area to the basin area being dredged.

. Excavate 5 cubic yards of silt/sand from an 11 feet by 12 feet area at the south end of the
basin and then place 3 cubic yards of concrete to form a 12 feet by 40 feet concrete boat
ramp.

. Construct a 12 feet by 58 feet gravel approach to the boat ramp.

. Place 270 cubic yards of the dewatered spoil material within the 2,242 square feet of basin
located landward of the 57 feet long bulkhead. Starting depth of the fill area is 0.75 feet
below NWL and the proposed final elevation of the area will be 2.5 feet above NWL.
This area of the basin appears to have been created within uplands.

. Add 40 linear feet of new rock riprap to the existing 16 feet riprap section to create a 56
feet long riprap groin paralleling the new access channel.

. Reconstruct 112 linear feet of bulkhead along the south end of the basin to tie into a
proposed groin. Construct a 5 feet by 112 feet dock just landward of the bulkhead.

FIELD INVESTIGATION REPORT
Steve Midgett and Trenton Crow
Page 4

. Construct 175 feet of wood marsh enhancement breakwater along the western shoreline of
the basin a distance of 2 to 5 feet waterward of NWL.

. Place a 5 feet wide by 268 feet long section of riprap a maximum distance of 5 feet
waterward of NWL along the bay side of the 5 feet wide island which forms the western
boundary of the basin. Then, continue to place riprap around the 30 feet wide area of
Coastal Wetlands, lying north of the mouth of the basin.

. Construct a 10 feet by 40 feet boathouse within the northwest corner of the basin. (There
are no dock spaces proposed as a part of this development.)

. Repair the 16 feet by 24 feet shed in its existing location.

. Construct a 6 feet by 52 feet wood bridge across the basin at its north end.

ANTICIPATED IMPACTS

. Dredging within the basin/canal and access channel will eliminate 13, 157 square feet of
Estuarine/Public Trust Shallow Water Habitat.

· The installation of deadmen and filling activities associated with the installation of 382
linear feet of bulkhead will disturb 5,730 square feet of high ground located within the 30-
foot buffer and will result in the filling of 100 square feet of Coastal Wetlands.

. Filling the triangular area of the existing basin will eliminate 2,242 square feet of
Estuarine/Public Trust Shallow Water Habitat.

. The construction and filling of the bermed spoil containment basin, and the placement of
gravel within a 12 feet by 58 feet boat ramp approach, will result in the disturbance of
14,096 square feet of high ground located outside the 30-foot wide buffer.

. The placement of a 5 feet wide section of riprap along 268 feet of the shoreline of Kitty
Hawk Bay and along the mouth of the canal will eliminate 1,340 square feet of
Estuarine/Public Trust Shallow Water Habitat.

· The placement of an additional 8 feet by 40 feet section of riprap to create a 56 feet long
riprap groin will eliminate 320 square feet of Estuarine/Public Trust Shallow Water
Habitat.

. The construction of a 10 feet by 40 feet boathouse and a 6 feet by 52 feet bridge over the
waters of the basin will shade 712 square feet of Estuarine/Public Trust Waters.

a

FIELD INVESTIGATION REPORT
Steve Midgett and Trenton Crow
Page 5

. Some short term localized turbidity will occur as a result of the dredging activity.

. There are no significant navigational impacts anticipated as a result of this project.

Submitted by:

M. Edward Harrell

Date:

04/21/04

CAMA MAJOR NARRATIVE
Co-applicants Steve Midgett (LOT 4) and Trenton Crow (LOT 2)
Herbert Perry Rd.
Kitty Hawk, NC

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The applicants own adjacent parcels, which were previously used for conunercial fishing purposes. This
use left the property with multiple piers, docks, and an oversized basin. Although these parcels are
residential lots, NO residences, living quarters or wastewater disposal systems are requested or authorized
by this application.

In order to:
. protect coastal wetlands
. promote flushing of the canal and basin
. enhance and clean up the property
. reduce the size of an oversized silted in portion of the basin
. and provide an easily maintained bulkhead and basin on the property

the applicants propose the following activities:

Born LOTS
1. Remove existing dilapidated piers and docks and bridges as shown on plat (Lots 2 and 4)
2. Excavate an 30 ft X 80 ft access charmel (Serves both LOTS)
3. Maintenance excavate the canal and basin (LOTS 2 and 4)
4. Utilize 13,400 SF uplands as a disposal area (LOTS 2 AND 4)
5. Construct a 180 LF marsh enhancement breakwater/bulkhead inside canal (LOTS 2 AND 4)
6. Place 268 LF rip rap waterward of the NWL around the small island to protect coastal wetlands
(LOTS 2 AND 4)
7. Construct a new 270 LF bulkhead (LOTS 2 and 4)

LOT2
lBiickfill 227 SF waters and fringe wetlands (LOT 2)
2. Construct a 10 ft X 40 ft covered boathouse (LOT 2)
3. Construct a 52' X 6' wood bridge to replace existing deteriorating bridge, location moved to north end
of Lot 2

LOT4
l.""""COnstruct 12 ft X 58 ft gravel approach to boat ramp (LOT 4)
2. Remove dilapidated docks and walkways and bulkhead. Reconstruct bulkhead (reduce length to 112
LF ) of an existing bulkhead along current NWL with 86 SF bulkhead backfill for return wall and tying
into proposed groin (LOT 4). Reconstruct a 112 LF X 5 ft wide dock! wa1kway/boat ramp access ON
UPLANDS landward of this bulkhead. This will remove the existing shading surface waters by the
existing dock system.
3. Construct a 56 LF(16 LF to repair existing riprap, 40 LF new) riprap groin to aid in maintaining depths
of access charmel (LOT 4)
4. Fill 2,242 SF waters and fringe wetlands at head of the basin. Basin built for commercial use and
commercial use has ceased (LOT 4)
5. Rebuild/reduce existing wood dock on uplands behind bulkhead (LOT4)
6. Repair existing shed within same dimensions and location (LOT4) Proposed 2242 SF Fill will aid in
this roofed structure nearly in compliance with 30 ft estuarine buffer standards.
7. Construct a shared 12 ft X 40 ft concrete boat ramp (LOT 4)

The proposed work will allow both property owners to utilize the canal and basin to dock boats while
accomplish all work under one permit request. The canal and basin has silted in since the last dredging
activity and the depth to hard sand substrate varies from -5.5 in the canal to -4.0 feet through the silt in the
basin. This request will remove the silt accumulation and produce a consistent 4.0 bottom depth.

The portion of the basin on lot 4 to be filled has silted in to the point that it is unusable at this time. Normal
water level only allows for depths ofless averaging 0.5 feet. Filling this area will also allow for future
maintenance excavation of the basin and canal to be accomplished without use of hydraulic dredging.
Lessening cumulative impacts from spoil disposal effluent in future maintenance. The access channel will
be supplemented with a riprap groin to lessen the need for maintenance dredging requests. Removing the
silt will promote flushing of the basin, maintain navigable depths, and canal to aid in improving long-term
water quality

EXCAVATION CALCULATIONS

Access Channel: 80' x 30' x 1 '=89 CY

Canal and basin: 10,625 SF X 2'= 787 CY

Boat Ramp: 11 x 12 x 1= 4.9 CY
Total = 880.9 CY EXCAVATION sand/silt

FILL CALCULATIONS

RIP RAP FOR WETLAND PROTECTION
268 LF along rapidly eroding coastal wetland vegetation
99.5 CY approximately 50 CY below NWL

MARSH ENHANCING BREAKW A TER/BULKHEAD
180 LF on west side of coastal wetland island
**Minimum of I" horizontal spacing per 12" of wood
**Minimum of one 5 ft wide opening per 100 LF
**Maximum height - 6" above NWL

BULKHEAD
New --270 LF along canal, basin and boat ramp
Repair/replace--112 LF along new NWL of basin and boat ramp

BASIN and CANAL FILL

LOT 4 2242 SF waters and fringe wetlands along NWL
86 SF Bulkhead Backfill in waters and fringe wetlands

LOT2 227 SF waters and fringe wetlands
2555 SF waters and fringe wetlands

BOAT RAMP
3 CY concrete below NWL
12.2 sand silt below NWL
13.3 CY sand silt above NWL

RECEIVED

RIPRAP GROIN
16 LF repair/ redress existing riprap
49 LF new riprap groin
40 LF X 3.7 ft avg. X 1.3 avg. = 7.1 CY above NWL
40 LF X 7 ft avg. X 2.7 ft avg.= 28 CY below NWL
TOTAL 35.1 CY riprap

APR 1 2 2004
COASTAL~ANAGEMENT
ELIZABETH CITY

Form DCM-MP-l

RECEIVED

(To be completed by all applicants)

APR 1 2 20nL1
COA8TAL~ANAGEMENT
ELIZABETH CITY

APPLICATION

c. Street address or secondary road number
Herbert Perry Rd

1. APPLICANT

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

a. Landowner:

Name Steve Midgett and Trenton Crow
c/o Steve Midgett
Address 43 Eagles Nest Lane

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Kittv Hawk Bay

City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]

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.
Dredge access channel. canal and basin. construct
bulkhead. rip rap ~roin. riprap. marsh enhancement
breakwater. boathouse. dock. boat ramp. renovate shed.
spoil disposal area. reconstruct brid2e

b. Authorized Agent:

Name Environmental Professionals. Inc.

Address PO Box 3368

City Kill Devil Hills

State ~

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

Zip 27948

Day Phone [phone]

c. Will the project be for public, private or commercial
use? Private (conversion canal and basin from
previous commercial fishing use)
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If mnr~ ~race is needed, please attach additional
pages. See narrative

Fax [phone]

c. Project name (if any) Steve Midgett and Trenton Crow

N01E: Permit will be issued in name of landowner(s), and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County Dare

b. City, town, community or landmark
Kitty Hawk

l)"vi<prl 01/Q<;

Form DCM-MP-l

4. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract 0 . 8 3 acres

b. Size ofindividuallot(s) 0.40 acres and 0.43 acres

c. Approximate elevation of tract above MHW or NWL
0-6 feet

d. Soil type(s) and texture(s) of tract
Sandy soils

e. Vegetation on tract Quercus virginiana, Pinus taeda,
Liquidambar styraciflua, Junioerus virginiana.
Mvrica cerifera. Soartina patens, Juncus efJusus

f. Man-made features now on tract: dock. bulkhead. 3
piers. riprap. shed

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

Conservation
_ Developed
Rural

Transitional
-1L- Community
Other

h. How is the tract zoned by local government?
v'1'-1 La.., ,}.*oI\$;+'I 11"",,)0( 1"t'5;c:le.d','"d

1. Is the proposed project consistent with the applicable
zoning? -1L Yes _ No
(Attach zoning compliance certificate, if applicable)

J. Has a professional archaeological assessment been
done for the tract? _ Yes -1L- 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?
_ Yes -X-No

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

n_.~"^..:l 1l'1/oc

RECEIVED

,APR 1 2 2004

COASTAL ~ANAGEMENT
ELIZABETH CITY
m. Describe existing wastewater treatment facilities.
none existing / none proposed

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.
temporary turbidity from dredging. bulkhead back
fill. riprap and marsh enhancing breakwater

o. Describe existing drinking water supply source.
Dare County Water System

5. ADDITIONAL INFORMATION

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

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

. An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 71.0203 for a detailed
description. )

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

Form DCM-MP-1

. A Stormwater Certification, if one is necessary.

. A list ofthe names and complete addresses ofthe
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 Jeffrey L and Robin Elliot
Address PO Box 562. Kitty Hawk. NC
Phone

Name Micheal and Sandra Soriente
Address 3741 Herbert Perry Rd. Kittv Hawk. NC
Phone

Name
Address
Phone

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

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

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

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

n ~.~~....J n"1JnC'

RECEIVED

APR 1 2 20M
COASTAL~ANAGEMENT
ELIZABETH CITY

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

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

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

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

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

This is the ~ day of April, 2004.

Print Name Kendall Turnage (Agent)

Signature )l~ ~
~ ,iv-,,,,,,, or Authon'zed Agent
...

Please indicate attachments pertaining to your proposed
project.

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

NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Form DCM -J.\.1P-2

EXCAVATION
AND FILL

RECEIVED

APR 1 2 2004
COASTAL fl4ANAGEMENT
ELIZABETH CITY

(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.

Le h

Width

Average
Existing
Depth

Final
Project
Depth

Access
channel
(NWL)

Dirt
80 30 3.0 4.0
:ir 250 42.5 2.0 4.0
90 25 -.75 2.5
40 12
...--...--- -------
8 ft
40 bottom -2.5 1.5
1.",:4-rll.
268 5 -0.5 1.0
----- --......-- ..--..--- .....-----

Canal and bas
dredge

~~asin

(Fill 2242 SF unused
portion)

Boat
ramp

Rock
gram

Rock (rip rap)
wetland
grotection
Other
(Excluding
shoreline
stabilization)

Revised 03/95

1. EXCAVATION

a. Amount of material to be excavated from below
NWL in cubic yards 880.9 CY Total
See Narrative
b. Type of material to be excavated silt/sand

c. Does the area to be excavated include coastal
wetlands? Yes X No

d. Highground excavation in cubic yards N/A

2. DISPOSAL OF EXCAVATED
MA TERIAL

a. Location of disposal area within confines of silt
fenced 13,400 SF area as shown on plat

b. Dimensions of disposal area 13,400 SF
(155 ft x 87 ft)

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

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

Form DCM-MP-2

e. Does the disposal area include any coastal
wetlands(marsh), SA Vs or other wetlands?
X Yes No
Fringe wetlands to be filled as p[art of bulkhead
backfill
f. Does the disposal include any area in the water?
X Yes No
2242 SF fill area as shown on plat to fill unused silted in
portion of basin left over from commercial use of site.
313 SF of waters will be filled as bulkhead backfill to
produce easily maintained bulkhead. (226 SF on Lot 2,
86 on Lot 4)

3. SHORELINE STABILIZATION

a. Type of shoreline stabilization
X Bulkhead X Rip rap
X Marsh Enhancing Breakwater

b. Length 382 LF Bulkhead 268 LF riprap
180 LF Marsh Enhancing Breakwater
c. Average distance waterward of MHW or NWL
Bulkhead Breakwater 3 ft Riprap 5 ft

d. Maximum distance waterward of MHW or NWL
Bulkhead 30ft Breakwater Sft Riprap 9 ft

e. Shoreline erosion during preceding 12 months
2 ft along soundfront
(Source of
information) Applicant

f. Type of bulkhead or riprap material
Treated wood bulkhead and breakwater

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 50 CY for marsh protection
28 CY for groin
(2) Bulkhead fill Approx. 71 CY

h. Type of fill material Sand. silt for backfill and
clean granite or concrete rubble for riprap

I. Source of fill material dredging of canal basin
and access channel

Revised 03/95

RECEIVED

APR 1 2 2004
COA6TAL~ANAGEMENT
~llel"'"
4. OTHER FILL AC'llVITIES
(Excluding Shoreline Stabilization)

a. Will fill material be brought to site?
X Yes No

If yes,
(1) Amount of material to be placed in the
water 3 CY concrete, 12.2 CY sand/silt
(2) Dimensions offill area 12' x 40' Area
See boat ramp detail
(3) Purpose of fill boat ramp construction

b. Will fill material be placed in coastal wetlands
(marsh), SA Vs or other wetlands?
Yes X No

5. GENERAL

a. How will excavated fill material be kept on site
and erosion controlled?
Silt fence

b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Dump truck and front end loader, hydraulic
dredge

c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. Proposed foot bridge
to replace deteriorating bridge will be used to
transport wood and material to other side of canal

Steve Midgett and Trenton Crow
Applicant or Project Name

/(:,~dY k~~

Signature

.A-fTl' ( 7) ,;2 0 GJ Y'

Date

A-~rc:'~ 'I
t/

Form DCM-MP-4

STRUCTURES

(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major Permit, e.
Form DCM-MP-1. Be sure to complete all other sections of
the
Joint Application which relate to this proposed project.

a. Dock(s) and/or Pier(s)
(1) Commercial Private -X- Community _
(2) Number 1 dock twalkwayt boat ramp access
paralleling bulkhead, reconstructed
on uplands
(3) Length 112 LF on uplands
(4) Width 5 ft (from edge of bulkhead)
(5) Finger Yes No..1L.-
Piers
(i) Number
(ii) Length f.
(iii) Width
(6) Platform(s) _ Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed Nt A g.
(8) Proximity of structure to adjacent riparian property
lines 11.2 ft avg minimum separation
(9) Width of water body Nt A
(10) Water depth at waterward end of pier side of
walkway (reconstructed on uplands)
NWL existing - 1.0 proposed- 4.0

b.

Boathouse (including covered lifts)
(1) Commercial X Private
(2) Length 40' Depths-- existing 1.25 avg
(3) Width 10' proposed 4.0

c.

Groin (e.g. wood, sheetpile, etc.)
(1) Number 1
(2) Length 40 t

RIPRAP

d.

Breakwater (Marsh enhancing) WOOD
(1) Length 180
(2) Average distance from NWL, or
wetlands 3
(3) Maximum distance beyond NWL or
wetlands 5

RECEIVED

!4PR 1 2 2004
COASTAL ~ANAGEMENT
ELIZABETH CITY

Mooring buoys NtA
(1) Commercial Private _ Community_

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

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

Mooring structure (boatlift, mooring pilings, etc.) NtA
(1) Commercial _ Community Priv
(2) Number
(3) Length
(4) Width

Other (Give complete description)
52' X 6' foot bridge to replace existing deteriorating bridge

180 LF Marsh enhancing breakwater
(See details)
Boat Ramp See MP2
Reflective navigational marker on groin see groin detail.

5-1ev.e. f{/l"c!jelfe a:~ct. ff-ei-(-!-d~ LfCN......:J

Applicant of Project Name

/~ ~ 09C!A-J-)

Signature U

Lj-7-0Y

Date '

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Oevelopmenl Type

I. privale, non.commerclal
development thaI does nollnvolve
lI1e filfing or IJCcavation of Iny
weUands or open waler areas:

II. Public or commercial development
lI1al does nollnvolve \he nlling or
lJCavallon of any wellands or open
walsr arllS:

Ill. For devslopmenlll1at Involves II1s
mling and/or excaVllli~n 0/ up lo 1
acre o( wellands and/or opsn waler
. areas, delermlne It A. S, C, or 0
below applies:

III(A). For Privale, non.commsrclal
developmen~ II General waler Quallly
CertlncaUon No.330 1 (see attached)
can bs applted:

!II(S): For publlc or commercial
developmen~ If General walsr Qualtly
CertlncaUon No.330 1 (see attached)
can be Ipplted:

III(C). II General Water Quality
CertlfiaUon No. 3301 (see attached)
could be applied, but OeM staff
determined lI1atllddltlonal revIew and
written OWO concurrence Is needed
because or concsm!! related to water
quality or aquaUc lire:

11I(0). If General Water Quality
CertlfiaUon No. 3301 (see attached)
can not be applied:

IV. For development that involves
the filling and/or excavation or more
than one acre of wetlands and/or
open waler areas:

5400

5250

$400

5400

100% (5250)

100% (5400)

100% (S250)

100% (5400)

60% (5240)

60% (5240)

60% (52B5)

\~~NLU~ Gow

DWO't.
(ZA300 1602435100095 2341

0% (SO)

0% (SO)

0% (SO)

0% (SO)

40% (5160)

40% (5160)

40% (5190)

1958

ENVIRONMENTAL PROFESSIONALS, INe.
P,O. BOX 3368 252-441-07.39
I<ILL DEVIL HILLS, NC 27948 Date O;t-/ II / () t}-
, I

66-19/S30 He
4701

..:

Pay to the

~rderof ,,~~~lC
. ~.vJ;: Cluj.r-

I

Rank of America.. ~

ACHR/T05~961 ..LL~-
~ (<1,'<t.-\1 Q...
For '("DlAl't. Aff /11~or

1:051000 Ja q (;1: 000 (;... 70 J. 1'00 I'll- J. g 58

j $ WOo w
---11.11/ Dollars fD ~

--~~-----~

GlJAR)IANIISAfETY IlLUE --

CH3arb~

-.

~

3

4

KITTY HAWK
BAY

x4.4

-3

4__

BEG~
ROPOSED 2
RIP-RAP

KITTY HAWK
BAY

VICINITY MAP

PROPOSED
RIP-RAP
GROIN

0.6'
BRIDGE
ENCROACHMENT

2

in

REPA.IR
EXISTING
BULI(HEAD
BACKFILL 86 SF

N/F
MICHAEL AND
SANDRA A. SORIENTE
D,B. 451, PG, 607

_.

LeT FIVE
CARLlS LEE PERRY
PHASE II
p,C, E, SL. 198

~ NORTH ~

0.....
~~~
"1C'Afl5--
Ulil..lll.
PROPOSED ~S
12' X 40' CONC.
BOA TRAMP

I

~-H
fv)
co
. 'J!f PROPOSED
..... DOCK/WALK
TO REPLACE
REMOVED DOCK

3 ", I
5 ~'i
Z 9. I
-....I
~ ~I I
0 I
0
0 I
0
I
r'l
UNE BEARING .-
L1 S90'OO'OO.W
L2 N90'OO'OO.W

~
~ \~5,91
--;;t --
506.0"2..0
S '\

-...-...-...-...-...-...-...-...-. -...-...-...-...

-

~

-

-----

/'
- I
- TBM I Z
_________ TOP OF I~
_ - -- REBAR IN :g
_______ '8
, "
:=e t

~

-

-

----------

-

-

-

--

----------

-

-

RECEIVED

APR 1 2 2004

GRAPHIC SCALE

'm
'!'oJ
,~
,~

-

L..

...1

-

.1

L.. 6'
SILT FENCE

6'

-

COA~TAL~ANAGEMENT
ELIZABETH CITY

2'

-----

-

-

o

I

15 30

l I

60

I

-

r

,-

~-

DIKE WALL
2H: 1 V slopes

.",.~,:,:,C:_:::','sfrt~ ~;:r-~,"~,": ;::~; 3'

1 inch = 30 ft.

Not to Scale

Spoil Disposal Area: 9190 SF X 3 ft=1021 CY

KITTY HAWK
BAY

LEGEND
o - EXISTING IRON PIPE
@ - EXISTING IRON ROD
C1h - POWER POLE
8 - EXISTING CONCRETE MONUMENT
. - SET CONCRETE MONUMENT
e - WATER METER

FILL AREAS
CROW:
MIDGETTE:

TOTAL

227 SF
86 SF
2242 SF
2555 SF

BOAT RAMP: SHARED 12' X 40' RAMP
DREDGING
ACCESS CHANNEL: 30' X 80' X l'
APPROX. 89 CY
CANAL AND BASIN: 10,625 SF X 2'
APPROX. 787 CY

O!J

'0' .'"
r ) 1,.;

ENVIRONMENTAL PROFESSIONALS, INC.
Planning for a Better Environment
2810 N. CROATAN HIGHWAY
P,O. BOX 3368
KILL DEVIL HILLS, NC 27948
[phone]
[phone] (FAX)

STEVE MIDGETTE AND
TREN TON CROW
KITTY HAWK
ATLANTIC TOWNSHIP
DARE COUNTY NORTH CAROLINA
SCALE: 1-=30' DATE: 1/8/4
REV: 04/07/04
DRAWN BY: JF REVIEWED BY: KT JOB : 03-132
NOT FOR CONSTRUCTION--FOR PERMITTlNG PURPOSES ONLY

~

3

4

KITTY HAWK
BAY

x4.4

-3

4__

BEG~
ROPOSED 2
RIP-RAP

KITTY HAWK
BAY

VICINITY MAP

PROPOSED
RIP-RAP
GROIN

0.6'
BRIDGE
ENCROACHMENT

2

in

REPA.IR
EXISTING
BULI(HEAD
BACKFILL 86 SF

N/F
MICHAEL AND
SANDRA A. SORIENTE
D,B. 451, PG, 607

_.

LeT FIVE
CARLlS LEE PERRY
PHASE II
p,C, E, SL. 198

~ NORTH ~

0.....
~~~
"1C'Afl5--
Ulil..lll.
PROPOSED ~S
12' X 40' CONC.
BOA TRAMP

I

~-H
fv)
co
. 'J!f PROPOSED
..... DOCK/WALK
TO REPLACE
REMOVED DOCK

3 ", I
5 ~'i
Z 9. I
-....I
~ ~I I
0 I
0
0 I
0
I
r'l
UNE BEARING .-
L1 S90'OO'OO.W
L2 N90'OO'OO.W

~
~ \~5,91
--;;t --
506.0"2..0
S '\

-...-...-...-...-...-...-...-...-. -...-...-...-...

-

~

-

-----

/'
- I
- TBM I Z
_________ TOP OF I~
_ - -- REBAR IN :g
_______ '8
, "
:=e t

~

-

-

----------

-

-

-

--

----------

-

-

RECEIVED

APR 1 2 2004

GRAPHIC SCALE

'm
'!'oJ
,~
,~

-

L..

...1

-

.1

L.. 6'
SILT FENCE

6'

-

COA~TAL~ANAGEMENT
ELIZABETH CITY

2'

-----

-

-

o

I

15 30

l I

60

I

-

r

,-

~-

DIKE WALL
2H: 1 V slopes

.",.~,:,:,C:_:::','sfrt~ ~;:r-~,"~,": ;::~; 3'

1 inch = 30 ft.

Not to Scale

Spoil Disposal Area: 9190 SF X 3 ft=1021 CY

KITTY HAWK
BAY

LEGEND
o - EXISTING IRON PIPE
@ - EXISTING IRON ROD
C1h - POWER POLE
8 - EXISTING CONCRETE MONUMENT
. - SET CONCRETE MONUMENT
e - WATER METER

FILL AREAS
CROW:
MIDGETTE:

TOTAL

227 SF
86 SF
2242 SF
2555 SF

BOAT RAMP: SHARED 12' X 40' RAMP
DREDGING
ACCESS CHANNEL: 30' X 80' X l'
APPROX. 89 CY
CANAL AND BASIN: 10,625 SF X 2'
APPROX. 787 CY

O!J

'0' .'"
r ) 1,.;

ENVIRONMENTAL PROFESSIONALS, INC.
Planning for a Better Environment
2810 N. CROATAN HIGHWAY
P,O. BOX 3368
KILL DEVIL HILLS, NC 27948
[phone]
[phone] (FAX)

STEVE MIDGETTE AND
TREN TON CROW
KITTY HAWK
ATLANTIC TOWNSHIP
DARE COUNTY NORTH CAROLINA
SCALE: 1-=30' DATE: 1/8/4
REV: 04/07/04
DRAWN BY: JF REVIEWED BY: KT JOB : 03-132
NOT FOR CONSTRUCTION--FOR PERMITTlNG PURPOSES ONLY