19990182 Ver 1_COMPLETE FILE_19990224

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Warren Whichard
511 Bay Lake Road
Chocowintz, NC 27817
Dear Mr. Whichard:
I lk
W, A
1 m •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 22, 1999
Re: CAMA Permit Application
Basin, Canal, Boat Ramp and Dock Construction
Beaufort County
DWQ #: 770182
Thank you for your letters concerning your project which were received on 13 October
1999. We have been unable to locate a copy of your earlier letter (dated 1 August 1999).
Thank you for the second copy of this letter. However, your letter does not answer our
concerns stated in our 5 May 1999 letter which are restated below:
1) Can you construct your project such that it is shallower at the upper end than
the lower level? This will help prevent low dissolved oxygen levels in the
upper basin. A revised site plan to this end will be needed.
2) A dissolved oxygen model will need to be analyzed for the entire project to
ensure us that DWQ's dissolved oxygen standard of 5.0 mg/l will not be
violated.
This project will remain or hold as incomplete until these issues are addressed.
Please call Mr. Brad Shaver or me at [phone] in the Washington Regional office
at [phone] if you need to discuss these matters.
fin R. Dorney
ater Quality Ce i 'cation Program
Cc:
Brad Shaver, DWQ, Washington Regional Office
Doug Huggett, DCM
File Copy
Central Files
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Warren Whichard
511 Bay Lake Road
Chocowinity, NC 27817
Dear Mr. Whichard:
WQC Project # 990182
Beaufort County
1 fflk1 ? • WAA 2
AOVW% MOM
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 14, 1998
On February 24, 1999, you requested a 401 Water Quality Certification from the
Division of Water Quality for your project (to construct a marina) located near SR 1166
in Beaufort County. We wrote to you on May 5, 1999 discussing concerns that we have
regarding the design of the project and placing it on hold until those concerns are
addressed. As of today, we have not received a response to our earlier letter. Unless we
receive a written response from you by September 28, 1999, we will consider that you
have withdrawn this application and are not interested in pursuing the project at this time.
Please call me at 919-733-9646 if you have any questions or would like to discuss
this matter.
cc: Washington DWQ Regional Office
Wilmington District Corps of Engineers
Central Files
File Copy
Doug Huggett, DCM
PSine ey
y Cert7fation Program
990182.clr
Division of Water Quality • Environmental Sciences Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 • Telephone [phone] * FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ? •
Nook
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 5, 1999
DWQ Project # 990182
Beaufort County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Warren Whichard
511 Bay Lake Road
Chocowinity, NC 27817
Dear Mr. Whichard:
The Division of Water Quality has reviewed your plans for the discharge of fill material into
26,238 square feet of streams and/or wetlands located at SR 1166 in Beaufort County for marina
development. Insufficient evidence is present in our files to conclude that your project must be built as
planned in waters and/or wetlands in accordance with 15A NCAC 211 .0506. Therefore, unless
modifications of the proposal are made as described below, we will have to move toward denial of your 401
Certification as required by 15A NCAC 2H.0507(e) and will place this project on hold as incomplete until
we receive this additional information, we are requesting (by copy of this letter) that the U.S. Army Corps
of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters and/or
wetlands. Specifically can you construct your marina in such a manner that it is shallower in the upper end
than in the outlet? We are concerned that the 4' MWL design for the entire basin will result in water with
low dissolved oxygen. Similarly a dissolved oxygen model will need to be run for this expanded marina to
ensure DWQ that our dissolved oxygen standard (5 ppm) is met in the basin. Any documentation such as
maps and narrative that you can supply to address alternative designs for your project may be helpful in our
review of your 401 Certification.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and one copy to Mr. Brad Shaver, Washington Regional Office at 1424 Carolina Avenue Washington
NC 27889. If we do not hear from you in three weeks of the date of this letter, we will assume that you no
longer want to pursue this project and we will consider the project as withdrawn. I can be reached at 919-
733-1786 if you have any questions.
cc: Washington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Dorney
Washington Field Office Corps of Engineers
Doug Huggett; DCM
incerel
J R. orney
990182.nty
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
--4 Ikeel
?? lG,?, es
March 1, 1999
Warren Whichard
511 Bay Lake Road
Chocowinity, NC 27817
Ile C, Ifed 4o
I- e 4,),l , , r- i (
Dear Mr. Whichard:
Subject: DWQ # 990182
Beaufort County
.f6
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE ES
MCA r
f":UE VED
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dv,'"
tre c- i s ,s'-0,01c.0; 7e" f
C'A'W'4'.S SD i I

On March 1, 1999, your application for a 401 Water Quality Certification for a e-
boat ramp in Beaufort County was received by the N.C. Division of Water Quality. The
Division will begin to review the project for eventual decision. However, please be
aware that beginning January 1, 1999 that the N.C. General Assembly passed legislation
requiring payment of a fee of $475.00 for this project. The 401 Certification cannot be
issued until this fee is paid. Until that time, your application will remain on hold as

incomplete.
Please call Cyndi Bell at 919-733-1786 if you have any questions.
c
Jo n R. omey ( C 1
cc: Central Files
Washington DWQ Regional Office
Washington Field Office US Army Corps of Engineers f0l
\p ' ^
Cyndi Bell ?L
John Dorney
John Parker, DCM
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
(M QJ
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO February 19, 1999?,??__ ;
Regulatory Division s FFR Z 6 W9
Action ID No. 199910650 WMANDS GR66r
WATER QUALITY S.FrL.-.
Q1 1UdU saNvllj
QA ??,D ,? 4 1 z 831
Mr. John Dorney RE,Ci P
Division of Environmental Management J
North Carolina Department of Environment,
Health, and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Donley:
Please reference the application of Warren Whichard for Department of the Army (DA)
authorization and a State Water Quality Certification to place fill material within wetlands,
dredge an access channel and connect an existing man-made pond to Chocowinity Bay, and
construct a bu khead, a boatramp, a community dock, and install mooring pilings, on property
located off State Road 1166, adjacent to Chocowinity Bay, near the Town of Chocowinity, in
Beaufort County, North Carolina. Your receipt of this letter verifies your acceptance of a valid
request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the
Clean Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by April 23, 1999, the District Engineer will deem
that waiver has occurred.
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Division, telephone [phone], extension 23.
Sincerely,
w4w"
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
FE6 2 ? ?9?y
1. APPLICANT'S NAME: Warren Whichard -
W?UNA TV ? ?T1+??•' _
S
2. LOCATION OF PROJECT SITE: Beaufort County off SR 1166 (Whichard Be ch R
Chocowinity Bay near Chocowinity, North Carolina
Photo Index - 1995: 99-1049; L-13, M-12,13, N-12 1989: 2-62-9; M-9, N-7,8,9, 0-7,8
State Plane Coordinates - X: 2,576,050 Y: 648,000
Washington Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA and D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/29/99 10/20/98
Was Applicant Present - NO YES
5. PROCESSING PROCEDURE: Application Received - 1/27/99
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA,CW
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Gravel road, pond, and 2 access canals
Planned - Boat ramp, 6 finger piers with mooring pilings, and bulkhead
(G) Estimated Annual Rate of Erosion: 0'
Source - Applicant
7
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTNRR
(A) Vegetated Wetlands
Coastal and 404 wetlands ±3,600 ft2
pond plug ±2,000 ft2
parking area
(B) Non-Vegetated Wetlands ±22,150 ft2 ±24,238 ft2 ± 180 ft2
Choco. Bay, canal, pond and basin shaded- docks
bottom
(C) Other ±300 ft2
High ground boat ramp
(D) Total Area Disturbed: 1.1 acres or ±49,850 ft2
(E) Primary Nursery Area: NO
(F) Water Classification: SC-NSW Open: NO
PROJECT SUMMARY: The applicant proposes to maintain an existing pond, connect the pond into a
manmade canal and undertake maintenance excavation of the canal and entrance channel into
Chocowinity Bay, and bulkhead the high ground portion of the pond, construct a boat ramp, 6 docks,
and 16 mooring pilings in the pond. An existing canal is to be filled in to create coastal wetlands. A
40' by 50' parking area is proposed.
8.
Warren Whichard
Beaufort County
Project setting
The project is located off SR 1166 on Chocowinity Bay near the Town of Chocowinity in
Beaufort County, North Carolina. The project site is bordered on both sides by a large expanse of
coastal wetlands dominated by Spartina cynosuroides. The project site consist of an existing pond,
an existing basin and canal which connect into Chocowinity Bay by an access channel, and a second
existing canal which connects into Chocowinity Bay. The pond is ±180' long by ±90' wide with a
center depth of -5' below the NWL. The pond is separated from the existing canal and basin by a
small wetland area vegetated with carex spp., Juncus effusus, pennywort, upland grasses, and a
fringe of S. cynosuroides along the canal bank. An existing gravel road gives access to the site and
terminates at the existing basin on the east side of the pond. The area adjacent the downstream
(east) side of the pond is vegetated with upland grasses. The basin is ±100' by ±100' with an
existing depth of -2.5' below the NWL. The cannel connecting the basin to the bay is ±360' long
by ±30' wide with an existing depth of -2.5' below the NWL. The existing access channel is ±35'
long by ±30' wide with a current depth of -3.5' below the NWL. The second canal is ±80' east of
the aforementioned canal and is ±395' long by ±20' wide and has an existing depth of -1.6' below
the NWL.
The site elevation is 2-3' above the NWL. Chocowinity Bay is classified as SC-NSW by the
Environmental Management Commission. Chocowinity Bay at the project site is inland water and
is not open to shell fishing.
Project description
The applicant proposes to fill the center portion of the existing ±180' by ±90' by -5' pond to
create a finished depth of -4' below the NWL. The pond will be connected to the existing basin and
canal by a proposed ±40' wide by ±90' long by -4' deep canal which is in wetlands. The applicant
proposes to undertake maintenance excavation of the existing basin and canal for a finished depth
of -4' below the NWL, from the existing depth of -2.5' below the NWL. The existing ±30' wide by
±35' long entrance channel in Chocowinity Bay is proposed to be maintained to a depth of -4' below
the NWL from the existing depth of -3.5' below the NWL.
The applicant proposes to take the spoil derived from the excavation activities and fill in an
existing ±20' wide by ±395' long canal from the existing depth of -1.6' below the NWL to a finished
grade equal to that of the adjacent S. cynosuroides marsh. The purpose of this fill is to provide a
suitable substrate for the adjacent S. c)amsuroides marsh to overgrow the area. The additional spoil
will be taken to a upland disposal site on the applicant's property.
The applicant proposes to construct ±138 of bulkhead adjacent the high ground on the east side
of the `pond' and install a ±20' wide by ±15' long boat ramp into the pond. Six docks (3' by 20') are
Warren Whichard
Beaufort County
Page Two
proposed adjacent the newly bulkheaded east side of the `pond'. Sixteen mooring pilings are
proposed in the pond creating 10 defined slips. A 50' wide by 40' deep parking area is proposed in
the wetland area to the east side of the `pond'.
Anticipated impacts
The project as proposed will result in the excavation of ±3,600 ftz of wetlands
(approximately 360 ftz is coastal wetlands) and ±22,150 ft' of bay, canal and basin bottom. The
filling activity associated with filling in the existing canal as well as the bulkhead construction and
`pond' filling will result in the filling of ±24,238 ftz of `pond' and canal bottom. The creation of
the parking area will result in the filling of ±2,000 ftz of wetlands. The filling in of the canal should
result in the creation of ±7,900 ftz of coastal wetlands. The construction of the docks will result in
shading ±180 ftz of `pond' bottom. The project as proposed will result in localized turbidity as a
result of the construction activities.
David W. Moye - 5 February 1999
'46)
H December 31, 1998
E A S T
CAROLINA
UNIVERSITY Mr. Terry Moore, District Manager
NC Div. Of Coastal Management
943 Washington square Mall
Washington, NC 27889
Regional Development
Services
Willis Building Dear Mr. Moore:
300 East First Street
Regional Enclosed please find a CAMA Major Development application submitted in
Development
Institute behalf of Mr. Warren Whichard, 511 Bay Lake Drive, Chocowinity, NC,
919-328-6650
91 9-328-4356 fax 27889. The project site is located at the end of a gravel path that is an
Center for Applied extension of Bay Lake Drive, and is adjacent to Chocowinity Bay. Mr.
Tec
919 nolog08 Whichard proposes to provide sheltered mooring for the residents of Bay
919-328-4356 fax Lake Subdivision by cleaning out and deepening an existing canal and
Small Business connecting this canal to a small existing adjacent pond.
and Technology
Development Center
919-328.6183
91 9.328-4356 fax The canal that runs past the pond is presently 2'-2.5' deep. Mr. Whichard
Survey Research would like to excavate a portion of this canal to -4', and connect the canal
Laboratory
919-328-6650 and pond by excavating a 40'x40' section of coastal wetlands, thus
919-328-4356 fax allowing access by boat to the pond from Chocowinity Bay. No excavation
NC Manufacturing is proposed in the canal past the pond. A 30'x20' concrete boat ramp is
Extension
919-328 6708rtnershlp proposed to be installed at the south end of the pond, allowing subdivision
919-328-4356 fax residents access to Chocowinity Bay.
Spoil from the excavation of the access canal will be placed by dragline
into a shallow canal that lies approximately 80' from, and parallel to, the
access canal. The filling of this shallow canal to existing ground level will
allow the surrounding coastal wetlands to cover the area where the spoil is
placed.
The excavation of the access canal will end approximately 50' from
(beyond) the shore into Chocowinity Bay, where the receiving water depth
is 4' deep. Mr. Whichard would like to accomplish the proposed canal
work in late February to mid March, because strong westerly winds usually
blow water out of Chocowinity Bay at this time, thus allowing a window of
opportunity to do the work while the canals are dry. Mats will be used
under the dragline so the coastal wetlands will not be disturbed during the
dredging and filling work.
The pond is generally 4' deep in all but the center section, where the water
deepens to 6'. The proposal calls for the filling of this deeper part of the
pond so that the entire pond is no deeper than 4'. Spoil from the canal
excavation will be used as fill for this work. Mr. Whichard would like to
construct a treated wood bulkhead that will run along the eastern edge of
the pond. Less than 2' of backfill will be needed to create a straight-line
Greenville,
North Carolina East Carolina University is a constituent institution of The University of North Carolina.
27858-4353 An Equal Opportunity/Affirmative Action Employer.
alignment of the bulkhead. From the proposed bulkhead, six 3'x20' finger
piers are to be constructed to moor boats using the facility. Mooring pilings
are proposed to tie the boats to.
The 404 wetlands shown on the plats were taken from a Wetlands Survey
made by Mr. Hood Richardson, registered surveyor, dated July 27, 1994.
The purpose of this application is to provide area residents a safe place to
moor their boats, particularly during hurricane events. All excess spoil
from the project will be trucked to a highground site.
Please feel free to give me a call at [phone] ext.226 should there
be questions concerning this proposal. Thank you for your favorable
consideration to this application.
Sincerely,
Bill Powell
Associate Director of Site Development
Form DCM-MP-1
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name 1AA;29rQ W}41C,14A-W2
Address 5 1 1 3AY L,? L-_ DR
City Glioro W i+J rrY State C.
Zip .?'1 T 17 Day Phone
Fax
b. Authorized Agent:
Name tit JA
Address
City _
Zip _
Fax
APPLICATION
Day Phone
State
c. Project name (if any) " ),4
NOTE: Permit will be issued in name of kmdownerfs), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County (?? A ?? ?IZ7-
b. City, town, community or landmarks 0ocow,a,TY)
c,;,r<F 0H IGµA tZDS r?r ? rZd.
c. Street address or secondary road number
_, op r- 5, ><, / l rorv
d. Is proposed work within city limits or planning
jurisdiction? ? Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) e-acc owit i ynz f3A,l
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
1"i;rrA i.L-if.i? P^ l tuLk?SAD ,44JO fbAC'
r? ?',nl?r.?s(pu:?u.?1 ? Br cc?.1?-fzu?T!?17?
5 I /
?QTitJ ?cca_h? CMAL,7b O{2.iA PJAA- w4Tr-/L
vr4?'r4 AOP usinIh EXc4d47 P meT&O4. Tv ?r4u cLC
b. Is the proposed activity maintenA& of an existing
project, new work, or both? t?dj?d
c. Will the project be for public, private or commercial
use? Yt? i\/ T>;
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. M y%1mr_ hAF:r MrnOiojr
rg2 andT c` WtJOR6, w ?iNPSDiJ?9rot.1. Qy&r
RAmV oJAw PRclt)IM AGU45S -To- kAVPr;-V_
CA(,aw)wtrrY RIMY. PeiVgTr= Ks--- vwiX
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
in. Describe existing wastewater treatment facilities.
0 o o a
CHARACTERISTICS
a. Size of entire tract 3Ccl-t Ler-t.,
b. Size of individual lot(s) tiJ /A
c. Approximate elevation of tract above MHW or
NV&
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residential discharges.) Suer-, -e_ -
%?-y 005F
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
h A t tD'( LO A,y, ?.l n?1
e. Vegetation on tract myc,e4o 4iza Vi 0 =? .
c oAS7 at , vJ r,Tc.e..1u5
f. Man-made features now on tract ErRAJrt- P041),
ADDITIONAL INFORMATION
5
m A lJrn R o% Tb 6A ,+- J p G41J44c-s .
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Consult the local land use plan.) following items must be submitted:
Conservation Transitional
• A copy of the deed (with state application only) or
Developed Community
Rural Other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
?c?l E forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? ? Yes No
(Attach zoning compliance eerdficate, if applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by 11" white paper. (Refer to
done for the tract? Yes ? No Coastal Resources Commission Rule 71.0203 for a
If yes, by whom? detailed description.)
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _V No
1. Are there wetlands on the site? ? Yes No
Coastal (marsh) ? Other r?
If yes, has a delineation been conducted? I-ef_6 -94)
(Attach documentation, if available)
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
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name n--i T15 LFZI52
Address I ?Q 3 Wt -(GI+A-RD`> f ?Gf,? RD
Phone GyC-c, AJ,ei rrY ?.1.G. x.7917
Name
Address
Phone
Name 3'L, WAb tl?2 SwACA) Ni-A/J,brJ*J f
Address UpP-FnuL 5a"- iM-,F" U PP-
Phone )I-L-0 `? sT WASM )t 6- W sT.
6J?ZF,EJ)VA4,E1 SX ,
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
tj /A-
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 in
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.
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 knowledge.
This is the 5 _ day of Ta?K?eY , 19 L`I .
Print Name
Signature
Landowner or A -digrze-d Ak-ent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
? DCM MP4 Structures Information
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.
Revised 03/95
Form DCM-MP-2
EXCAVATION
FILL
AND
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Extcting Project
Len¢th Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
v basin
Boat
ramp
Rock
groin
Rock
breakwater
Other D L Z
(Excludinf4x/AG,I
shoreline Cr-,?a
stabilization)
3st to, 3 C.7, _14?
-z, 5' - 4'

FO OZ Pau * 9 o
2`M' Or -4- i
1. EXCAVATION
a. Amount of material to be excavated from below
MHW o NWL in cubic yards t 1708 r- ,Y.
b. Type of material to be excavated music- d ?4?J?
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? v Yes No
d. Highground excavation in cubic yards ±6
(?oAT RAmp?
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area ADT-4L J7' ota Uy*4 •
w," TAY-r- mvr,'T Op i:-xCAv4TF-D M?iQ?Atr,??E RfiMalmbEe
Wii,L )3E T WCKED jo tiPLAND SI-M. ALSo, SoMC F)LL 70 13EyP(ACCA
b. Dimensions of disposal area '3Rti` x ta`
c. Do you claim title to disposal area?
? Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? -/ Yes No
If yes, where? oil sr 'a.
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
f. Does the disposal include any area in the water?
? Yes No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
cknn Bulkhead Riprap
b. Length 1' , 5'
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes ? No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
c. Average distance waterward of MHW or/l&?(vr-'Pc^jp')
d. Maximum distance waterward of MHW or NWL
.Z'
e. Shoreline erosion during preceding 12 months
o'
(Source of information)
f. Type of bulkhead or riprap material i LE.112
c Alon 12
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill i-57 c • f .
h. Type of fill material ;nnuGk/- aoip S pii->
i. Source of fill material Ab:rh "-r cA+Jac. OVT y,
4. OTHER FILL ACTIVITIES
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? PI1.(, io ccL.o CANAL i IU-
To CLf': VA 1 on1 ot= 1-?c ?S??i lFi ClW W 01>
1,44-l i maw wwti. SPIZGB.D ?ER. cU3 cAL.
5WL?"E4D AT ROOD W11.C. 13E IIJLG7 "Z, PJQivre To
5AU4?Fiu-W61•
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
17fz4 6r L 0r Pi.4UL11DG. ?1ZALTc/z-
c. Will wetlands be cr5ssed in transporting equipment
to project site? ? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. 41.4T b -ro oa uhrp rd
4-"mPftn- rRAh UJ& thUUtiltit c4NdV ExcA11A-rC'1J
At1D riLuthig
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes ? No
Revised 03/95
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or 6D
s
(1) _ Commercial -Community ? Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers ? Yes No
(i) Number !o
(ii) Length -1,0'
(iii) Width 3'
(6) Platform(s) Yes ? No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines -1: 4yoo'
(9) Width of water body !qc'
(10) Water depth at waterward end of pier at
MLW o NWL - ?
b. Boathouse (including covered lifts) N
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N JA
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N JA
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N IN
(1) Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body _
Distance - buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, mooring pilings etc.)
(1) _ Commercial -Community v Private
(2) Number i
(3) Length i '
(4) Width
g. Other (Give complete description)
WARP-En1 0H IC-NA1LD
Applicant or, ProjeWName?
Signature
Date
Revised 03/95
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