19970687 Ver 1_Complete File_19970909

State of North Carolina
Department of Environment,
Health and Natural Resources + �
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary p E H N F=?L
A. Preston Howard, Jr., P.E., Director
September 9, 1997
Carteret County
WQC 401 Project #970687
COE #199707970
APPROVAL of 401 Water Quality Certification
Mr. Dean and Ms. Carol Ahrenholz
P.O. Box 93
Davis, NC 28524
Dear Mr. and Ms. Arenholz:
You have our approval, in accordance with the attached conditions, to place fill material in 3,811 square
feet of waters for the purpose of constructing a bulkhead and enclose a portion of a canal at 197 S. Harbor
Drive, as you described in your application dated 23 July 1997. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3112. In addition, you should
get any other federal, state or local permits before you go ahead with your project including (but not limited
to) Sediment and Erosion Control, Coastal Stormwater, Non - Discharge and Water Supply Watershed
regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611 -7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919 - 733 -1786.
1
Attachment
cc. Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
970687.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NO 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled /10% post consumer paper

September 3, 1997
M E M O R A N D U M
To: Rick Shiver
Through: John Dorney
From: Eric Fleek
Subject: Ahrenholz Project /Carteret County /DWQ #970687
On behalf of the Wilmington Regional Office, I have reviewed this
project and recommend issuance. However, it should be noted that
there have already been 3 CAMA general permits issued to this
applicant in the past. Given this fact it seems reasonable to
request minimization for this project. To this end, it would be
reasonable to reduce benthic infaunal impacts by reducing the
amount of fill allowed from an area of 701x37' to 701x251. This
would reduce the filling of soft - bottom habitat from 2590 s.f. to
1750 s.f., it would also increase water exchange from the boat
ramp /basin area with Davis Harbor Canal (minimizing the potential
for low D.O.'s and water quality standard violations), and would
still provide the applicant with a more stable and protected boat
ramp area. If there are any questions, please feel free to call.
�j 77' a
b,
09 0

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402 -1890
July 29, 1997
IN REPLY REFER TO
Regulatory Branch
Action ID No. 199707970
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment, Health and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
970687
R101114"c-n
'qug'
Ei�,�RON 04
MF,yTq� �c /FNc11S
Enclosed is the application of Dean W. & Carol J. Ahrenholz for
Department of the Army authorization and a State Water Quality Certification
to construct 328 feet of new bulkhead and maintain 80 feet of existing
bulkhead around his peninsula, enclosing a portion of an artifically created
canal, and construct an 88- foot -long 4- foot -wide pier with a T -head, in Core
Sound, at 197 S. Harbor Dive in Davis Township, Carteret 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.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by September 23, 1997, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned, at telephone
(910) 251 -4636.
Sincerely,
ilke . Richter
Project Manager
Wilmington Field Office
Enclosure
Copies Furnished (without enclosure):
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

VAP
DIVISION OF COASTAL MANAGEMENT RECEIVED
9 rJ p 6 8 7 FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Dean W. and Carol J. Ahrenholz JUL 2 3 1997
2. LOCATION OF PROJECT SITE: Adjacent to Core Sound and the Davis CommApbiai�ff
Harbor Drive in the Davis Township of Carteret County.
Photo Index - 1995: 53 -618; gr. 17 -E,F 1990: 148 -29; gr. 18%IVED
State Plane Coordinates - X: 2765050 Y: 393200 r ,,, 1 1997
�t,v t<
3. INVESTIGATION TYPE: CAMA /D &F ENVIRONMENTAL SCIENCES
'J
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/05/97
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: 7/10/97
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Community /Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes /No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - None
(F) Type of Structures: . Existing - Residence, Bulkhead, Boatramp
Planned - Bulkhead
(G) Estimated Annual Rate of Erosion: 1.5'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
npp' r;PTI FTT .T .P.n TNC:nRP
A Vegetated Wetlands
Non-Vegetated Wetlands
(C) Other
Shallow Bottom Area
3811 sf
Open Water
496 sf
High Ground
3010 sf
(D) Total Area Disturbed: 7317 sf
(E) Primary Nursery Area: No
(F) Water Classification: SA NSW ORW
Open: Closed in Davis Harbor Canal, Open in Core
Sound
8. PROJECT SUMMARY: Applicant proposes to construct a bulkhead around his peninsula, enclosing a
portion of an artificially created canal. Also proposed is the construction of a pier with T -head.

}
Dean W. and Carol J. Ahrenholz 7/21/97
PAGE #2
0:11 1 :IJY1�
The project site is located at 197 S. Harbor Drive in the Davis Township of Carteret County.
This is a .46 acre peninsula shaped tract adjacent to Core sound, lying between the Davis
Harbor Canal to the north and another artificially created canal to the south. The Davis
Harbor Canal is the location of the James Styron Fish Houses. This canal was excavated prior
to the implementation of the CAMA in 1978.
The property averages 6.5' in elevation and is currently occupied by a residence served by a
private well and septic tank. The Carteret County Land Use Plan classifies the area as
Community, with all areas within CAMA Areas of Environmental Concern classified as
Conservation. This area of Core Sound is not a designated Primary Nursery Area; the Davis
Harbor Canal, and the area of Core Sound surrounding the mouth of the canal is closed to the
taking of shellfish for consumption; the remainder of Core Sound and the created canal on the
south side of the property are open to the taking of shellfish; The Division of Water Quality
classifies the waters of Core Sound SA NSW ORW. The bottom area within Core Sound is
sandy, with a much siltier composition in the canals. There are beds of submerged aquatic
vegetation in the sound, but not within the canals. The Davis Harbor Canal is regularly
maintained, and does not appear to support a shellfish resource. Core Sound has a tidal
amplitude of approximately 1.5'.
The applicant is proposing to construct approximately 328' of new bulkhead, and maintain
approximately 80'. He proposes the construction of a pier with a T -head for private use, and
to potentially anchor the intake for a mariculture operation in the future. The applicant wishes
to fill an area of the basin within the Davis Harbor Canal to prevent the undermining of his
boatramp.
The application addresses the shoreline stabilization of that area adjacent to the canal on the
south side of his property by constructing 153' of timber bulkhead, approximately 5' from the
mean high water contour. There is no vegetation in this area. The bulkhead would extend a
maximum of 10' from mean high water at its furthest waterward point. There is an existing
80' section of bulkhead that was never backfilled. The applicant wishes to maintain this
section of wall, which is also extends approximately 5' from the mean high water contour.
Silt fencing and fill material would be placed behind the wall. Adjacent to Core Sound, the
applicant wishes to construct a new timber bulkhead an average of 2' and a maximum of 4'
from the existing wall that was damaged in Hurricane Fran. Within the Davis Harbor Canal
on the north side of the property, the applicant proposes to extend his bulkhead across 70' of
his boat basin, and connect it to shore, 37', beside his boatramp. This area would be filled to
the existing grade of the adjacent high ground. Soundings in the basin currently indicate
approximately -1.5' to -2' mean low water.
The applicant proposes to construct a pier, 4' x 88' into core sound. At the waterward end,
there is a 12' x 12' deck proposed. this structure terminates in -1.8' at mean low water. The

r
body of water is approximately 4 miles across at the pier location. The applicant is indicating
a minimum of 26' to the nearest riparian corridor.
Approximately 28 cubic yards of fill material will be required for backfilling of the bulkheads.
Another 739 cubic yards of material is anticipated for the fill of the basin area, 115 cubic
yards of which will be below the mean high water level. The material to be used for these
purposes is 8 year old fill material that is stockpiled on the applicant's property. If additional
material is needed, the applicant proposes to obtain sand from a high ground source.
There have been 3 CAMA General Permits issued to this applicant on this site - 10733 -C,
9013 -C, 8813 -C. These permits have been for the construction of the bulkhead and a pier
within the canal.
i I : ►Y I' : Y_ _I i►�1'
The project as proposed will incorporate approximately 496 square feet of Public Trust Area
with the construction of the pier. Approximately 3010 square feet of high ground will be
disturbed for the installation of the tie back cables and deadmen for the bulkheads.
Approximately 3811 square feet of shallow bottom area will be filled with the construction of
the bulkheads and the filling of the basin area. Of this, approximately 136 square feet is sandy
bottom area in Core Sound, while the remainder is the siltier bottom area within the canals.
The extension of the bulkhead into the Davis Harbor Canal to fill the basin should not impact
navigation, as it is a continuation of the existing bulkhead along its current line. The applicant
is hoping that by filling this feature, the wave action will be reduced against his boat ramp,
and therefore, less maintenance will be required on this feature in the future. Temporary
increases in turbidity can be expected during construction of the pier and bulkheads.

n
Form DCM -MP -1
RECEIVED
,JUL ? 3 1997
coASTAL MANAGEMENT
1. APPLICANT
APPLICATIO
(To be completed by all applicants)
a. Landowner: i �j i
Name De,- , U. a4 Carol .� . 1 T tee ,U 1 12-1-
Address � O- (30x 13
City � e"
y' i S State
Zip aBSQ Ll Day Phone i19 -7�9 -875'7
Fax
b. Authorized Agent:
Name — S-e (f
Address
City
Zip Day Phone
Fax
c. Project name (if any)
State
NOTE. perndt will be issued in name of kwdowner(s), and /or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County C
Revised 03/95
BY" —
JUL 1 0 19971
b. City, town, commutes or landma�rrk
naif%5 l ow ta s w) 1A
c. Street address or secondary road number
19 '7 S LA-0A he v 6 -
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) Core S o "I& S( R u 4
Qgv')S �ow1►�ak;'�'� �alrid�h
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.
0 d
Co%SLrvo� aµyC. 153 / of b�tlk6 ep, o r
I ess ,-vr Rvloce- 68' of Ge�d
o►� Gore sb"" ' CC"'Sr —VL'C /0 'of-
ipca to -9-k-,c-lose,
Naad� �dS� ►'�� �i CahStv'c�ct 8b�i�✓�?��1
b. Is the proposed activity maintenance of an existing
project, new work, or both?
0
c. Will the project be for public, private or commercial iE
use? 'P r t) ate at c"Lg I A av ►cu 1 Ink
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.

Form DCM -MP -1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER _QUo w� (l ix S � 1"e' a-d (a c- k c, 1 o t
CHARACTERISTICS —
1 t
a. Size of entire tract �� x o'ZCO n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) wastewater, industrial /commercial effluent, "wash
down" and residential discharges.)
S�rfa« vr.aF' oK(H
c. Approximate elevation of tract above MHW or --
NWL 6 .,5- ;E't :
d. Soil type(s) and texture(s) of tract o. 'Describe existing drinking water supply source.
OY' i 1� • dCl r clC- z:,.,'t= e' -t V L�'
e. Vegetion on tract er mLL, L
�1�"aSS
f. Man-made features now on tract 13 t O t & a
E�-X %st►h.v1
g. What is the CAMA Land Use Plan land
classification of the site? (Consult me local land use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
l c7,1 Z.6 iJ � b
i. Is the proposed project consistent with the applicable
zoning? 1/ —Yes No
(Attach Zoning compliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom? -
archaeological assessment been
Yes No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _� No
1. Are there wetlands on the site? Yes ✓No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross - sectional dra -ings) drawn to scale in black
ink on an 8 112" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.020' :) 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

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.
C
Name
Address 5'a�
Phone 70q '1133 - ` LLF a$b 3:Z
Name n -� 4S Solt-e-r
RECEIVED
J UL 1 0 1997
iUL 2 3 1997 _
COA
6. CERTIFICATION AND PERNIISSION
Address P.Q. 3 6 Qc,-u',S.3 N C.
Phone 91`?- %oL`F- 9 3 ► 1.k 85a4
Name J a l i cGti cyl ►-k o
Address �"3 S ( ne 10 r, .;e or4.��... Ci L
Phone `i' 1 q- `72, 6- 13 4 / 2,2� 7
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
/ tpk tc , a r-e.k tw 4 )
• A check for $250 made payabie 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.
D..-A 112 16C
TO ENTER ON LAND
1 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 �"day of �'•-� , 19�
Print Name D11-1101(-\ W.
Signature
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
f DCM MP -2
_ DCM MP -3
t/ DCM MP-4
_ DCM MP -5
DCM MP-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

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
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
P Bulkhead Riprap
' I
b. Length 6 � Core SGu� 1573 �rsel-
c. Average distance waterward of MHW or NWL
2.' (foe'- Std - 5,1' lesser Ca Kg
d. Maximum distance waterward of MHW or NWL
Co" So' < 10 ' 1 ess -q- Cn
e. Shoreline erosion during preceding 12 -months
600 s e Ca.-
(Source of information) 0
f. Type of bulkhead or rprap mat rial — -t4 LOS
C�1 v�..w;2 -ed rod i�nl �s
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap _
(2) Bulkhead backfill ekvx. f 'C" 1414. Co rR S± J
?- '2. Gu. V Q • �_- U
h. Type of fill material .u( v -ea
i. Source of fill material OLA E +-e
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fillmaterial be brought to site?
Yes No
15 'i +e � q t 4't' c �
6tt1 4-' >s � 6A
S "T Q. ' S�c lug �.Tu
Revised 03/95
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area -r�x 7/)'
(3) Purpose of fill Re c-U l w d a vt
x'F u..e.�— wc..�.2 �Dcca'� �on.s;h— �4^IPrccsA
�--
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes L---No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
4" rl arzo. -
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled? R IA, I k ttie-�[ ,
i t.j_ed 5-;1+ �c r ;t►- Got (xt
Cam Strrc+.c.�� I�r�d►^ tc cQ�
b. What type of construction equipment will be used
(for example, dragline, backhbe, or hydraulic
dredge)?
S 1."d o-Sc' i ttie waive- �' �u"li4
c. Will wetlands be crassed in transporting equipment
to project site? Yes L_�o
If yes, explain steps that will be taken to lessen
environmental impacts.
Ap li t o 1. t N
Signature
Date

Form DCM -MP -2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM -MP -1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03/95
Average Final
Eddsting Project
Length Width Depth Depth
1
JUL 1 0 1997'
1. EXCAVATION
t
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
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?
70
37
1
JUL 1 0 1997'
1. EXCAVATION
t
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
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?

d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Form DCM -MP4
O
UUL 2 3 1991 JUL 1 0 1997
STRUCTURES
OASTAL MANAGEMENT Y _ ---- ----'" "
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
e. Mooring buoys
Permit, Form DCM -MP -1. Be sure to complete all
(1) Commercial _Community _ Private
other sections of the Joint Application which relate to
(2) Number
this proposed project.
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and /or Pier(s)
(1) _ Commercial _Cominunity Private
(2) Number
(3) Length 8 '
(4) Width of water body
(4) Width
(5) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes r/ No
shoreline
(i) Number
(ii) Length
f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width
(1) _ Commercial _Community _ Private
(6) Platform(s) I'— Yes No
(2) Number
(i) Number /
(3) Length
(ii) Length I �- '
(4) Width
(iii) Width I �,
(7) Number of slips proposed 410,/
g. Other (Give complete descriprion)
(8) Proximity of structure to adjacent riparian
property lines 6 o A-e r4f� ("cyi• ado
(9) Width of water body tf ft I-C-5
(10) Water depth at waterward end of pier at
MLW or NWL l s g
b. Boathouse Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
Ap t or jest Name,
c. Groin (e.g. wood, sheetpile, etc.)
Signature
(1) Number
� �, / C1
(2) Length(s)
a �
Date
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

RECEIVE .1U �.''° °'.
CAMA Application - Section 3.d. JUL 2 3 1997 JUL 10 1997 _
Project Description: COASTAL MANAGEMENT
Purpose /use: There are four tasks covered by this
application. The first consists of constructing an original
bulkhead along the lesser canal that represents the southern
border of the project site. The bulkhead is for bank
stabilization and erosion protection. The second task
consists of replacing the bulkhead that faces Core Sound,
the easterly border of the project site. The original
bulkhead was breached and damaged beyond normal repair
methods by hurricane Fran in 1996. This bulkhead is for
bank stabilization and erosion control. The third -task is
to construct a bulkhead around a portion of a man -made boat
basin on the Davis Harbor Canal (north side of project
site). The purpose of this bulkhead is to reclaim as dry
land, a portion of the basin (371x701). After filling with
soil and sand, the bulkhead will function for bank
stabilization as well. This reclamation should aid in
making the remaining portion of the basin and boat ramp more
functional during windy, high sea conditions, as well as aid
in stabilizing the canal. The fourth task consists of
constructing an 88' pier and a 121x12' platform on the
seaward end. The use of the pier is for recreational
purposes and to anchor and protect the intake and seaward
portion of a seawater system for subsequent
aquaculture /mariculture applications.
Methods of Construction: All bulkheads will be constructed
with 6 1Ix6" pilings, 4 1Ix6" cross timbers, and 2 1Ix8" tongue -
and- groove planking. The pilings will be on 4' centers,
with 5/8" diameter galvanized rod tie -backs to anchors or
"deadmen" buried in the bank. Silt- barrier cloth will be
utilized on the inner side of the constructed bulkheads.
All lumber exposed to immersion in saltwater will be marine
application, pressure treated material. The pilings will be
"jetted" down, using a small horsepower gasoline water pump.
The planking will be "jetted" in place as well. The
planking and pilings will be of a length that allows at
least 1/3 of the length of the material to be below the
surface of the sediments. Completed bulkhead, lined with
silt - barrier cloth, will surround all areas prior to the
introduction of any fill material. Hence, very little
sedimentation to public waters will occur as a result of the
back -fill or construction process. The pier will consist of
at least 6" diameter pilings on 8' centers, paired with
doubled 2 11x10" cross- members. Stringers and decking will
consist of 2 11x10" lumber. Pilings will be marine
application, pressure treated material, while the remainder
of the materials will be ground- contact pressure treated
stock.

RECEIVED v iY
JUL 2 3 1997 ,
COASTAL MANAGEMENT
r JUL 1 0 1997 {`
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Sing Point Mar
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MANAGEMENT: >; --
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JUL 2 3
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COASTAL MANAGEMENT
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JUL 23 1997
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JUL 2 3 1997 ' '#
JUL 1 0 1997
COASTAL MANAGEMENT
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JUL 2 3 1997 JUL 1 © 1997 1�
.COASTAL M AG T � z��� —� ` —`
Depth in inches be�OWL�N ------------- - - - - --
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MLW Soundings along pier and Platform:
Water Depth:
(inches)
Distance from shore:
(feet)
At Bulkhead
3
6
9
12
15
18
21
24
27
30
33
36
39
42
45
48
51
54
57
60
63
66
69
72
75
78
81
84
87
90
93
96
k;cf� ?t0. Y' ,L�t 1 �- -�-i3
JUL 1 0 1997
:t
RECEIVED
IJUL 2 3 1997
COASTAL MANAGEMENT
100 (Across platform profile)
19
20
20
21
21
22
22
22
22
22
21
21
21
21
21
22
21
21
21
22
22
21
20
20
20
21
22
22
21
22
21
22
22
22
22
22
22
22
Distance from shore:
(feet)
At Bulkhead
3
6
9
12
15
18
21
24
27
30
33
36
39
42
45
48
51
54
57
60
63
66
69
72
75
78
81
84
87
90
93
96
k;cf� ?t0. Y' ,L�t 1 �- -�-i3
JUL 1 0 1997
:t
RECEIVED
IJUL 2 3 1997
COASTAL MANAGEMENT
100 (Across platform profile)

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JUL 2 3 1997
JUL
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