20050900 Ver 1_COMPLETE FILE_20050523

?? `ryQ William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
O -C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 6, 2006
DWQ Project # 05-0900
Washington County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr: Leonard C. Small
Albemarle Beach Farms
P.O. Box 148
Edenton, NC 27932
Subject Property: Leonard Small - Phelps Farm Bulkheading
Albemarle Sound [030153, 30, SB]
WAIVER of 401 Water Quality Certification
Dear Mr. Small:
Your application for a 401 Water Quality Certification was received in the Central Office on May 23, 2005.
According to our rules [I 5A NCAC 2H .0507 (A)], if final action is not taken within 60 days, the Certification
is waived unless DWQ has objected in writing to your application. Therefore, DWQ has waived the requirement
for a 401 Water Quality Certification for your plans to permanently impact 1.464 acres of non-vegetated
wetlands (river bottom) and shade 0.0034 acres of non-vegetated wetlands (river bottom) for construction of
±4200 linear feet of bulkhead, ± 12 foot by 20 foot boat ramp, 2-25 foot long wooden groins, 2 - f3 foot by 25
foot long piers and install ±60 linear feet of riprap 10 foot waterward of the proposed bulkhead on the
Albemarle Sound as described in your application dated May 12, 2005.
However if additional impact occurs or your development plans change, this waiver is no longer valid and a 401
Water Quality Certification will be required.
Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions regarding this
waiver.
Sincerely,
?/ KO
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
N. C.' Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
?
'SWI
Leonard C. Small
Page 2 of 2
January 6, 2006
CBK/ijm
cc: Robbie Hopkins, 613 Chambers Point, Belhaven, NC 27810
Kyle Barnes, DWQ Washington Raleigh Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Paul Rawls, DWQ, Archdale Building
050900LeonardSmallPhelpsBulkheading(Washington)Waiver 401_CAMA
i
Permit Class
NEW
a0© S - oq 0 Q
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Permit Number
135-05
Coastal Resources Commission
.31A [P
? 't @
for (??Trn ? _ 1.(105
X Major Development in an Area of Environmental Con
pursuant to NCGS 113 A-118 pNi1• vlr
45Rk unuTY
M-W
'H
YTI l
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Albemarle Beach Farms c/o Leonard C. Small, PO Box 148, Edenton, NC 27932
Authorizing development in Washington County at adi. Albemarle Sound, SR 1316, Pea Ridge
Community , as requested in the permittee's application dated 5/12/05, including the
attached workplan drawings (12), 3 dated 1/17/05, 3 dated 5/12/05, and 6 dated revised 4/14/05
This permit, issued on September 8, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Shoreline Stabilization
1) The alignment of the permitted bulkhead and riprap shall be staked by a surveyor and approved onsite
by a representative of the Division of Coastal Management.
2) The bulkhead shall be constructed prior to any backfilling activities
3) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
(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.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2008
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Pertnittee

Albemarle Beach Farms Permit #135-05
Page 2 of 4
g
ADDITIONAL CONDITIONS
4) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by Department personnel. No excavation is permitted except for that which
may be required for the construction of the bulkhead wall, deadmen cables, etc. This permit does t,ot
authorize any excavation waterward of the approved alignment.
5) No backfill material shall be placed within 30 feet of the normal water line, except that which will be
used to backfill the area behind the permitted bulkhead.
All backfill material shall be obtained from a high ground source and confined behind the permitted ;
bulkhead.
The riprap material shall--be-free from loose dirt-or any pollutant. --It shall be of a size sufficient to
prevent its movement from the site by wave or current action.
8) The riprap shall not extend water-,vard more than 10 feet from the normal water level at any point along
its alignment at the time of construction.
9) The riprap material shall consist of clean rock or masonry materials such as, but not limited to, granite,
marl, or broken concrete.
10) The fill material shall be clean and free of any pollutants except in trace quantities.
Boatramp Facility
11) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
12) This permit authorizes only the boatramp, access piers, and other structures and uses located in or over
the water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, shall become a permanent part of this boatramp facility without permit
modification. No non-water dependent uses of structures shall be conducted on, in or over public trust
waters without permit modification.
13) 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.
14) The authorized structure and associated activity shall not cause an unacceptable interference with
navic,ation.
15) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The per_mittee is not relieved of this requirement if he/she abandons the
permitted activity without having it transferred to a third party.
T,
Z
Albemarle Beach Farms Permit #135-05
Page 3 of 4
ADDITIONAL CONDITIONS
Groins
16) The permitted groins shall not extend more than 25 feet waterward of the normal water level.
17) The height of the permitted groins shall not exceed 1 foot above the normal water level.
Sedimentation and Erosion Control
NOTE: Ari Erosion and Sedimentation Control Plan `will be required for this project. This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
18) 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, sand fence, etc.). At a minimum, a silt fence shall be properly installed
immediately landward of all bulkhead caps immediately following completion of backfilling activities.
Stormwater Management
19) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7050515 on 9/9/05. Any
violation of the permit approved by the DWQ will be considered a violation of this CAMA permit.
General
20) 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 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 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.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [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 within 30 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No.
050900.
401 comments I hope
Subject: 401 comments I hope
From: Tom Steffens <[e-mail]>
Date: Fri, 01 Jul 2005 06:57:34 -0400
To: ian <[e-mail]>
CC: Laurie Dennison <laurie [e-mail]>
the following have been entered into BIMS...I Ill be in your office this morning to
see if they did and to say hello.
BIMS proj # County Applicant review d type reg rec
comment
20050918 Pasquotank Albert and Beatrice Wageli 30-Jun dcm maj
23-May
Issue nc
20050900 Washington Leonard Small, Phelps Farm Bulkheading 30-Jun dcm
maj 20-May
Issue nc
20051006 Beaufort Clearwater Marketing Inc 30-Jun dcm maj
1-Jun
Issue nc

.,
"*
20050492 eaufort
Beaufort Clearwater Ventures LLc 30-Jun nw18 25-May
Issue nc
20050962 Pamlico Windmill Pointe 30-Jun dcm maj 14-Jun
Issue w/cond that ap plicant not build rock road behind rip rap.
20050943 Dare El liot Tod Gaskill 30-June. nw18 14-Jun
Issue nc
toms
1 of 1 7/1/2005 7:23 AN
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Leonard Small: Phelps Farm Bulkheading County Washington
Project Number' 05 0900 County2
Recvd From DCM Region Washington
Received Date 5/23/05 Recvd By Region
Project Type Bulkhead, boat launch
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type "Type Impact Score Index Prim. Supp. Basin Req. Req.
LAMA F O Y @N F 30 SB 30,153. F I
r
Mitigation Wetland
MitigationType Type Acres Feet
I F_ F F_
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
?X.- q - 0 3 ?! I
sa
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross, Jr., Secretary
MEMORANDUM
TO: Ms. Cyndi Karoly
Division of Water Quality
Wetlands Unit
FROM: Doug Huggett 0 Li /j r'-? D
Major Permits Processing Coordinator ?@D
D
DATE: 19 May 2005 MAY 2.3 2005
DEIVR
SUBJECT: CAMA and Dredge & Fill Application Review sAks Q RirY
BP,NCM
APPLICANT: Leonard Small, Phelps Farm Bulkheading
Robbie Hopkins, Agent
PROJECT LOCATION: Washington County
PROPOSED PROJECT: Applicant proposes to replace ±4200 linear feet of bulkhead, install
f 12' by ±20' boat ramp, 2- 25' long wooden groins, 2- ±3' by ±25'
long piers and install ±60 linear feet of rip rap 10' waterward of
proposed bulkhead. The highground landward of the proposed
bulkhead will be cut and used as fill to be placed behind the entire
length of the bulkhead at property located in Washington County,
off SR 1316, at Leonard's Point, on the south side of Albemarle
Sound, near Roper, North Carolina.
Please indicate below your position or viewpoint on the proposed project and return this form by
9 June 2005. Please contact R. Kelly Spivey, at 252-948-3853, if you have any questions
regarding the proposed project. When appropriate, in depth comments with supporting data are
requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended
changes are incorporated. See attached.
This office objects to the proposed project for reasons described in the
attached comments.
Signed
Date
None hCarolina
Natirra!!il
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.na:oastalmanagement.net/
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper
)LRge DA -D3Z1
DIVISION OF COASTAL MANAGEMENT ?w A, 1 .1
FIELD INVESTIGATION REPORT '
1. APPLICANT'S NAME: Leonard Small - Phelps Farm Bulkheading 05
2. LOCATION OF PROJECT SITE: Washington County, off SR 1316, at Leonard's Point, on the south side
of Albemarle Sound, near Roper, North Carolina
Photo Index -1989, 1-64 #20- K-3,K-4,K-5,L-5,N-12,N-13,N-14,N-15,N-16,0-17,0-18,0-10,0-20
1995-133-1409 - K-5,K-6,K-7,K-8,K-9,K-9,K-10,K-11, K-12
1995-133-1410 - H-13,H-14,H-15,H-16,H-17,I-17,I-18,I-19,I-20,I-21,J-22,J-23,J-24
2000-133-1562 - Q-1,Q-2,0-3,Q-4,Q-5,Q-6,Q-7,Q-8,Q-9,Q-10,Q-11,Q-12,Q-13,Q-14,R-14,R-15,R-
16,R-17,R-18
State Plane Coordinates - X: 2,737,000 Y: 810,100
Roper North Quadrangle - Upper Right Corner
3. INVESTIGATION TYPE: CAMA & Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -17 May 2005
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -17 May 2005
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -1994 Washington County Land Use Plan
Land Classification From LUP - Conservation (water), Rural (land)
(B) AEC(s) Involved: Estuarine Water, Public Trust Area and Coastal Shoreline
(C) Water Dependent: Yes
(D) Intended Use: private.
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - bulkhead
Planned -bulkhead, rip rap, boat ramp and 2-groins and 2-piers
(G) Estimated Annual Rate of Erosion: ±3'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED TO HER
(A) Vegetated Wetlands
(404)

(B) Non-Vegetated Wetlands ±63,815 ft' ±150 ft2
River Bottom Shaded
(C) Other (Uplands) ±17 Acres
Slope/Grade/Seed
(D) Total Area Disturbed: ±18 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to replace ±4200 linear feet of bulkhead, install ±12'
by ±20' boat ramp, 2- 25' long wooden groins, 2- ±3' by ±25' long piers and install ±60 linear feet of rip rap 10'
waterward of proposed bulkhead. The highground landward of the proposed bulkhead will be cut and used as fill to
be placed behind the entire length of the bulkhead.
Leonard Small - Phelps Farm Bulkheading
Washington County
Proiect setting
The project site is located off SR 1316 at Leonard's Point on the south side of the Albemarle
Sound near Roper in Washington County, North Carolina. The site is ±282 acres of agricultural land
adjacent the Albemarle Sound. Several lots have been sold adjacent the Sound, which breaks Mr.
Small's property into four distinct sections along the shoreline. The entire project site has been
previously bulkheaded. The project site is approximately 10 feet above normal water level. CAMA
Major Permit 78-94 was issued to Mr. Leonard Small on 1 June 1994 to construct ±840'of bulkhead
along the natural shoreline and install bulkhead to repair six breaks in the existing bulkhead. These
six breaks totaled ±390' in length and average washout areas were ±29' from the bulkhead alignment
landward to the eroded shoreline. The work was completed and the permit expired on 31 July 2000.
Field verification in July of 1999 indicated that the bulkhead had been installed. Since that time the
existing bulkhead has been severely damaged by natural elements and has washed out in numerous
areas of the shoreline.
The area adjacent the existing damaged bulkheaded shoreline was recently logged. This
logged area averages ±150' in width then gives way to agriculture fields. The greatest width of the
logged area is ±400' on the downstream (east) end which narrows as you move upstream (west) to
the smallest width of ±25. The adjacent property downstream of the entire tract is a developed and
bulkheaded lot. The upstream portion of Mr. Small's property is not bulkhead and consists of
wooded wetlands, which is similar to the adjacent upstream property.
The Albemarle Sound is classified as SB by the Environmental Management Commission at
the project site. The Albemarle Sound is Coastal waters and is not open to shell fishing.
Proiect description
The applicant proposes to construct a total of ±4200' of bulkhead, which breaks down as
follows:
The applicant proposes to repair five breaks in an approximately 850' long section of
existing bulkhead located on the eastern most end of the project area. These breaks total ±280' in
length and the average washout area is ± 28' from the bulkhead alignment landward to the eroded
shoreline. The remaining ±570' of this section of bulkhead will be replaced ±2' waterward of the
existing bulkhead.
The remaining ±3,350' of new proposed bulkhead to repair the washout areas will be an
average ±15' and maximum of±40' from normal water level. This proposed alignment is an average
of ±25' landward of the previous bulkhead installed under CAMA Major Permit 78-94. The
highground landward of the proposed bulkhead will be cut and used as fill to be placed behind the
entire length of the bulkhead.
Additionally the applicant proposes to install a f 12' wide by t20' long boat ramp with a 25'
long wooden groin on each side of the boat ramp. A t3' wide by ±25' long pier will be located on
each of the proposed groins. Approximately 60' of rip rap is proposed to be installed 10' waterward
of the proposed bulkhead on the upstream end.
Anticipated impacts
The project as proposed will result in the filling of approximately 63,815 ft' of sound bottom.
The proposed project will also result of the cutting and grading of approximately 17 acres. The
project will result in localized turbidity as a result of the construction of the bulkhead, boat ramp and
groins.
Kelly Spivey -18 May 2005
F6rm DCM-MP 1
APPLICATION*
Cro be completed by all applicants)
b. City, town, wmmunity or landmark
1. APPLICANT
a. Landowner.
Nam I7/ n'IARc L _A
cf/ ?-AR s
?" 460NA4-D C. 5MA L C-
Address P. O, 3 6 X >y A
City ?./ io sl State
c. - Street address or secondary road number
5A /3/l0 /Yn1olez-81s L.ooP I?osl d
d. Is proposed work within city limits or plannin
jurisdiction? Yes _X No
e. Name of body of water nearest project (e.g. rive
creek, sound, bay) 4,-Pg,",QAc E -:55 u..l n
Zip Z 7 9 YL Day Phone (zsz) -98z - Z 1 ?--5"
Fax ?LSZ? -/8Z- 3f7-5-
b. Authorized Agent:
Name o a -/??
Address G / 3 NA rh 3 0? P4
City la?L/?AVL?i? State 11
Zip Z7 8 c? Day Phone CZ? Z) 9? ?l - zy z
Fax (z 5z) - g?-/-ZIt5
c. Project name (if any)
ND7E Perm r igH be ismad a waewe of"aowerr(s), odlror
Project wwwe.
2. LOCATION OF PROPOSED
PROJECT
i.? T7c,.?
a. County taIA 51-4
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (6.1
building a home, motel, marina, bulkhead, pier, an
excavation and/or filling activities.
'44--J vin/y? tau c u. /?c?a/? R?P?AC.r"
iLJ'? b'utccit?oUY A. 7.94- A
/3oA7 G.4?r../Cla An/7 S?oPl-- ?dyrJ
1,A0 % /3uu?r .1, Td //
CZ-0 WAstl IC(75 -,,o /??cZ l /3ttc?{/ i4/
b. Is the proposed activity mainteaance of an existin
project, new work, or both? So7t?
c. Will the project be for public, private or eomme-ch
use? pR/ v'4 715?
d. Give a brief dG=#Kion of purpose, use, methods c
construction and daily operations of propose
project. If more space is needed, please attac
additional pages. A w AuzvrAe-,4n T
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract -Z bZ -1 g e g & S
b. Size of individual lot(s) Iva
r
c. Approximate elevation of tract above MHW or
NWL /O ' k4 y A I-0 e--
d. Soil type(s) and texture(s) of tract
5'4^•v Z o .
e. Vegetation on tract kin6 ip
f. Man-made features now on tract
a?c? ?'xl? ?,'••rG-- rte:.. ?+? iar-.a ??
g. What is the CAMA Land Use Plan land
classification of the site? ( mmu the to=[!md we plan.)
?? Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
L Is the proposed project consistent with the applicable
zoning? Yes No N
Onach inning com+plim w orwfiaam, ifappHcabke)
j. Has a professional archaeological assessment been
done for the tract? Yes _,L_ No
If yes, by whom?
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? Yes .,` No
Coastal (marsh) Other /?
If yes, has a delineation been conducted?
(.taoeh doaaeentario % if amikbk)
m. Describe existing wastewater treatment facilities.
fi/a lyl:r- -
n ; Describe location and type of discharges to wate
of the state. (For example, surface runoff, sanity
wastewater, industrial/commercial effluent, "way
down" and residential discharges.)
?c4 CFA C i .?) Can/Q ?/?- c??G ?I
o. Describe existing drinking water supply source.
?/on/6-
S. ADDITIONAL INFORMATION
In addition to the completed application form, t
following items must be submitted:
• A copy of the deed (with state application only)
other instrument under which the applicant claims ti-
to the affected properties. If the applicant is in
claiming to be the owner of said property, th
forward a copy of the deed or other instrument and
which the owner claims title, plus written permissi,
from the owner to carry out the project.
• An accurate, dated work plat (including plan vif
and cross-sectional drawings) drawn to scale in bla
ink on an 8 1/2' by 11" white paper. (Refer
Coastal Resources Commission Rule 7J.0203 for
detailed description.)
Please note that original drawings are preferred ai
only high quality copies will be accepted. Blue-Ii
prints or other larger plats are acceptable only if
adequate number of quality copies are provided
applicant. (Contact the U.S. Army Corps
Engineers regarding that agency's use of larg
drawings.) A site or location map is a part of pl
requirements and it must be sufficiently detailed
guide agency personnel unfamiliar with the area to t

Fdrm DCM-MP 1
site. Include highway or secondary mad (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 '7,q 6 4W 9-r 73
Address 1-4^rO ?swo,,-7-Z514,'
Phone %?& lni-? :;? ?i5 T
Name
Address
Phone
Name
Address
Phone
• A Get of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
0'4rnA 76- ff
• A dm& for $250 made payable to the Dirt 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSIOr
TO ENTER ON LAND
I undue that any permit issued in response to this
application will allow only the developmeat described it
the application. The project well be subject to condition
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposes
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 grunt, and do in fact
grant permission to represernatives of state and federai
review agencies to enter on the aforementioned lands in
connection with evaluating information related to thi
permit application and follow-up monitoring of the
project.
I further certify that the information provided in the
application is truthful to the best of my knowledge.
This is the I?Z ;day of
Print Name,?'© --??1 4
signature
Landowner or Audsorbod AVW
Please indicate att
project
? DCM MP-2
DCM MP -3
?DCM MP-4
DCM MP -5
DCM MP-6
chmeats pertaining to your p
Excavation and Fill Information
Upland Developmew
Structures Information
Bridges and Culverts
Marina Development
NOTE Maw sign and date each wacfhment in du
space provided at the bownh of each fora.
Form DCM MP Z
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.
Average Fled
Ezitt FmJed
Access
channel
Canal
Boat
basin
Boat
ramp
Rock
:groin
Rock
breakwater
Other
(F=hWioa
shomrm
stabUkatim)
1. EXCAVATION
a. Amount of material to be excavated from below
MAW or NWL in cubic yards G t
b. Type of material to be excavated 5a?•??
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 6n 7X D z
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area uP/_,i??
b. Dimensions of disposal area to x z7'
T i r7- ?P?' x 30 ?Aylr J D I'Pl
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
r?
If yes, where? ew ?1 - A/-- v f-
wi7? CQN?TiQuC7idh1 A1??.4 €T
5£D1mE.?17.9ria?J /?<Aic/
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 __4_ No
If yes,
(1) Amount of ma" to be placed in the
water A", Z,4
(2) Dimensions fill ea
(3) Purpose of fill
,41 L fly NrD Y;in Lk N SAD
3. SHORELINE STABILIZATION
a. Type of orelme stabilization
Bulkhead Riprap
VINYL n?u?ac +Q AP94P Efaie?7
b. Length 5c Z0©' t/_ 6,6' Y- d, ?,? a4?K
c. Average distance waterward of MHW or NWL
71 ;a ?2 r? e l oc n !3 <<.K N:?w D o.o
I.V51a? a,- 3?K A?c%4?s ?? rye lno4e-
d. Maximum distance wate:ward of MHW or NWL
i14 i
YO aucuN?f^9 s wT-:54C& ar 8utsr?YfgD
e. Shoreline erosion during preceding 12 months
2J" ..k/ W A5N 0"-t-r
Pow= of b format) C) 't 9.'Ve'o
f.. /Type of bulkhead or riprap material LI i e-
r&ULQ VAIX.w /-[. _ `57QA?
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap /o c, L, yo
e?
(2) Bulkhead backfill $73. S.
h. Type of fill material Z5_AJI/c)
i. Source of fill material o pc n- r n ??-
e_-9g0f-n ??Av s?oPEV ,?Me ??//
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fell material be brought to site?
Yes --,x- No
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area A111
(2) Purpose of fill
5. GENERAL.
a. How will excavated or fill material be kept on site
and erosion controlled? 6U LAMA W) CQi/7AQL PeAA; ?iFy ?i7a/ 33r15ti??
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
YP4e1<146r- 17c Z?? i?AC?? w/rte
c. Will wetlands be crassed in transporting equipment
to project site? Yes x._ No
If yes, explain steps that will be taken to lessen
environmental impacts.
IAt
-5-1 Z /Zao?
Dole
Forth DCM-MP 3
LAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed Al,W_
b. Number of lots or parcels b
c. Density (give the number of residential units and the
units per acre) b
d. Size of area to be graded, filled r disturbed
including roads, ditches, etc. C _
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been s mitted to the Division of Land
Resources? -Yes No
If yes, date submitted T a
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
C'o.?ceQ?7? Svc •9T RAi?J P
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. n
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review9
Yes No
If yes, date submitted i7 a -5
i. Describe proposed method of sewage disposal.
Have the facilities described in Item i. above
received state or local approval?
(Attach appropriate docununmdon)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
?iEa<'P=fFC? ?uNc^?
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
A'
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?

/47
J
, rzz
signature
Date
Yes No
' Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed projem
a. Dock(s) and/or Pier(s)
(1) _ Commercial Community Private
(2) Number 7
(3) Length z-7;-"
(4) Width 31
(5) Finger Piers Yes No
(i) Number
(ii) Length E
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed d g•
(8) Proximity of structure to adjacent ri arlan
property lines I-YC
(9) Width of water body 3 ,y, (-Ia?
Water d n?th.., at waterward end of pier at
MLW or(! I . .Fi f
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number -L
(2) Length(s) Z`5
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands_
(3) Maximum distance beyond MHW, YWI,-or
wetlands
Mooring buoys
(1) Commerci Community _ Private
(2) Number
(3) Description of buoy
(Color, inscri ti nysize, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _ anmunity _ Private
(2) Number
(3) Length
(4) Width
Other (Give complete desa*non)
Applicant or Pro '!d N7L4
6 7 x

Leonard C. Small
Albemarle Beach Farms
"Phelps Farm Bulkheading"
5/12/2005
Project Location :
Located by driving from Roper, NC on Hwy 64 east, 8.4 miles to NC 32
north. Turn onto NC 32 north go 0.6 miles to Arnold Loop road. Turn left onto
Loop Road go 0.1 mile to Leary Beach Road (private road) on the right. Follow
Leary Beach road to the waterfront and this begins the project area.
Project Overview :
This is to replace the failed bulkhead from an earlier CAMA project (78-94).
Several areas have given way and created severe washouts and scalping on the
shoreline. The porpoise of the replacement bulkhead is to protect the farm from
more erosion and stop sedimentation from entering the Albemarle Sound.
The proposed new bulkheading will be installed in front of and run parallel
with the existing wood bulkheading, except in some of the severe washout areas
where the bulkhead will come inland to minimize fill needs. The new bulkhead
will use vinyl sheets 24" wide by 10' long. The Vinyl bulkheading interlocks and
is vibrated into the shore bottom a depth of 5'. The Vinyl bulkhead is secured by
4" by 6" treated lumber bolted across to top and capped by 2" by 12" treated
lumber. The bulkheading is stabilized by guy ties to 10" dia. by 10' poles inside
of bulkheading about 12' inland. This part of the project to by built by Hopkins
Marine Construction. The project includes a small boat launch 12' wide with
groins and piers 25' from shore on each side of the boat ramp. The west end of
the bulkhead project will have riprap place and fanned around the comer to harden
and protect from heavy wave action.
The landowner plans to back fill the washout areas where the old bulkhead
had broken with sand from the farm. The entire 288 acres of this tract are sandy
farmland allowing the upland area to be sloped moving the fill materials to build
up next to replacement bulkhead wall. The backfill to the new bulkheading will
stabilize the wall. Gentle slope of the fill should minimize runoff. But placing a
strip of sod grass along the edge of the bulkhead top and seeding the disturbed area
with winter grass will prevent runoff of soils.
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Leonard C. Small
Albemarle Beach Farms
"Phelps Farm Bulkheading"
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Land Owners List
1 Cynthia M. Britt
544 Leary's Beach Rd
Roper, NC 27970
370 / 7
2 Robert W. Britt
P.O. Box 833
Plymouth, NC 27962
338 / 438
3 Douglas R. & Evelyn Davenport
459 North River Rd.
Camden, NC 27921
292 / 588
4 Millard Smith
532 Greenway Dr.
Chesapeak, VA 23322
253 / 3
5 Robert B. & Jeanie LaFlesh
690 Leary's Beach Rd
Roper, NC 27970
441 / 705
6 Doris Smith
433 Greenhall Rd.
Edenton, NC 27932
248 / 396
7 Doris Smith
433 Greenhall Rd.
Edenton, NC 27932
337 / 352
8 Carl Thomas & Juanita H. Dover
1247 Scenic Dr.
Williamston, NC 27892
322 / 499
9 Charles & Claudia Dunn
612 Briarwood Drive
Chesapeak, VA 23322
357 / 438
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"Phelps Farm Bu&heading" -
Scale: 1"=3' Drawn: 1/17/2005 BEH
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Leonard C. Small
Albemarle Beach Farms
"Phelps Farm Bulkheading°
Scale: V=T Drawn: 1/1112005 BEH
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I Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
I Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Mr. Leonard C. Small
Albemarle Beach Farms
P.O. Box 148
Edenton,NC 27932
DWQ# 05-0900-Washington
A.
X ` ) '- ? Agent
Addresse
B. Received by (Pri ed Name) C. ate it Deliver,
L 1 y3 b
D. Is delivery ad ress different frorr?Item 1 ? es
If YES, enter delivery address below: ? No
Service Type
Certified Mail ? I?xpress Mail
? Registered Retum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Article Number 7005 1160 0000 9954 8485
(Transfer from service labeq
9 Fnrm 2811 - FPhnmrv 9nnd DnmPStin Raturn PAraint trosar m_nu Est
UNITED STATES POSTAL SERVICE
Postage & Foos Paid
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Permit No. G-10
If?1?111??Sf11??11?ff? i?1?!11 ?ilf it}?f?Ellff!?I?fl1-:1!1 IEI
2
O Z
Un 0
aY , ~ ,
be 1
- - izz.
z~,9~ /
broken bulkhead ~ - • ~ ~ ~ r
• soil ~a
' ims ~ ,M~ rr
V~'ashout v~ca a(o~ app '
O.Ofi8 Aces ~ ~ ± ~ O rr orefineltightide
/ ~,...w~'y° rr rr' . . rrrr ~ rrrrr '
WashouYuea eW~l~~ r"r rr len&
our ~'4'~ ~.IZS I~CI'65 2A95.6' ~ ..r.~~.rr~m«' 29.6' ~Qrrr"~.... rr.+'ir r O LS ___...g.00 _ r rt r-
ar e exn b e ~ _ ' a,l proposedueu~bulkhead his" r ' e *,rrr rr ~r 7.00
_1, rrr~~G rrrr r ~.~rrr
rrr rr ~ r~ r
~'Or 874 + rrrr'% r-r'r ¢ Washoatarea -+R~ rrr~~JT ~ rr
broken bulkhead 0.052 Acres ~ ~ 823' r r r ,,,,rs'• rrrr head ~ ~ rrr 3S2' y ~ I r
32.5' rrrrr q ~ rrrr eStStllla bll~li~leSd y .Orrrr _ 117.0' rr rirr r,Yr
Washout area 1~ 8, • .434-'+'rrr rrr''`rr 873 + ! r-''rrr !
0.129 Acres ' + r r 110.$5 rrr Qp0 r9s, 9.87 877 ~ rr rrrr ~ esist~n~ bulkhead S Q ~ r ' rrr'+ rrrr
rr 1stun r r..~ rr~OSrrr Xy ' rrrr ~il•00 8 ry,r "r .r r ~ SL<^' + rrr ~ r 1~J16---~ rrr- r 876 /r rr i~' p r
o v" ~ /r 1l/.17 rrrrr 7•~ ,rrrrrrr 55 ~ ~~/O rrr rrr ~
ei Washout a~ca rr. a~ •7oz. o rrr~G~~ r/r rrrrr i rrrrr rrrrrrr / rrrr' % rr,ir A i d
proposed new bulkhead 0.183 Acres rrrrr b _rr--~- 80 + r--rr r--- pd Roa _ d2.1' ! 9.15 r~ 7 rrrrr ply rrr J.^~,, .r i \ fl OSV - ../"'I~.
rr ti ~ rrr i r~t77L ~ \ ~ l 1 Pv ,,,.,or • rrr rrrrr rrrrrrr r ~i,UV l I ~ ~ • , r~"°• ~ ~ r r r
rrrrrrr r shorelin ~r_rrr 30.$ ~.~_rrr. rrr¢ rrrr j~ rrr ~
- 57.1' rrrrr / t~ rrrrr .0 shorelii- h~~ '~.y +rrrr rrry,? i My . rrr '00. rr rrr / ~r rrrrr ~ irrr rrrr ~~.r .i" "...a ••r•' \ rr rr _ Yom, .
r / i~ ~ir rrr -.i'/ i+•° rrr ~ ;~•-^'r'
8.60 ~ 'r:~-- _ ,r~rr~ 9.02 rrrrr''875 , - , rrr / . t-
emar e oun ~...._--~--B.o ~P P ) ~ r rrrr.. rr° ro osed _ $''+r r.~%? rrrrr , , ~ 10.54 / , ~ ,r,•
r 880 rrrrrr / 9.pp rr'ir rrrrrrr/ rrrrrrr ~ j~ L rr rrrrr ~ i
Ri Ra fanned out ~ 987 - r Itil]' • ?5.T / r/rr / rrrrrr p P r r ~ rr rrr rrr i~ 1 Qd .+M~~ ne
rrrrr rrr / rrrrrr~2+ / rrrrr~7 O V~ ~~r-~I'r, rrr pp l~'~ ~ 1 V
broken bulkhead Lp 5 rrr' ~ / rrrrr ~ 9.28 rr•$ 9.83 J
f ~ ~ ~ 30.3' rI rrrrrrr rrrrrrrr / E Washout area 1586' ~ Lgg9 + existing rrrrr r~ rrrr r / rrrrr .r ` ~•i~.
csisting bulkhead proposed nen~ bulkhead 0.160 Acres rr 8.29 rrrrrr / rrrrrr rrrrrr pp~~ r ,~~i'
~~aShOUt arefl ~ ~ ~ rr rrrr / rrrrAC~~ rrrrrrr 8 ~ ~ . ~ _ - ~ 10 / rr 10.41 i rrr ~ j' ~~i,.
1..012 Acres r r - . . / 6iT riil~ rrrr rrrrr i i ~ .28 6d.1' 313' I I i.6' ~ J r r ~..-9rirr~,r rrrrrrr a, r/ rrrrrrr ~ i ~ i ~ ~i
rrr rrrrr ~ rrrrr i i ~ .
r ~ rr r ~ QQ Y~ r ~r r rrr Y1V r~r"~00~__. r p.0 rr l' / r ~i'I
,.9°" ../~rlr r rrrr / rrrrrrr i+ ~ r ~ir rr r } rrr i i _ rrrrr 10. rrrr ~ " " ~ 11.15 ~ ~ / .
_ . ` r r , ~ i 899 + ~ X38.0' AS' r + rr .ter ?r / r i
;2.0 ~ GL -8.00,' 9.00 Sfi0'.o rrrr rr rrr rr , i ~ / rz~ s rrr ad istur a rea
o(~e h' i ~ % ~ 10.2 rr r rr rrrrr ' ~ t ~ ~7 i ~
/ ~ l / r ..r~•r rrrr r • / ' / rr r 10.10 9.o rr pp ~p y, Or rrrrr rrrr rr.a' 007 ~ • . / 8 Ar .075 c es
' rp r•'rr rrr 7.71 i ~ r„r +rrr rr rr t i
`4 rr rrr i / + i /rr„r. rrrrr ' 898 ryQ , - . f ,~~JO 1~ rrrr rrrr ' ~ , /
7 J rrrrr rrrrr L .i a•~ r r . r' rrr rrrrrr
April Tarkenton r+~ 10.30 rrrrrr 890 + r,,,
897 , rr 9.80 • • 9,50 rr
378!370 ~ '°o rrrrrr • • ~ rrrr
9p0.~ .rrr ~ r~ .
• ++"r
10.10 r-r •
892 + rte- • • 8.40
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Revised 4 / 14 / 2005
50 0 50 100 150 B = Br ant Hardison PLS .
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GRAPHIC SCALE -FEET
Sheet 3 of 3
"Construction Plans"

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Q012Ac~~es 1
5 sr ,,t~~ b. 1
,s.3~
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~~D, t3 z' a~ ler
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0.017 Acres ~~p ~ i
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r~ Washout at~a
0.027 Acres 811 +
~ 9 0 'and 99.]'
ofn`" ~ ~ 805 + ~ teoam s ~ 1; 92
~D~' shoreline high tide/ ~
a~ r ~ + 1
z> a, ti~ (6.T 19.5' 820 ti ~
un 0 24,6' Ap f Washout area ,9
~e ax 0.046 Aches ~e.G ~
be i~
proposed new bulkhead dkhead / - r r1
Washoutarea 0.033 Acres /
0.3' 0.3' 10.00 - 810 + r 3~ ~ ; 11.43
broken bulkhead 3 3D "
is 5~ existing bulkhead 806 + Dxisting bulkhead z2.9' 12.3
.820 + 11.00 'tip'
bulkh ° `i i' esisun~, wd 824 shoreline high tide ° 1L06 -__.-~---~-i-4-+`r- __.,_-13.00 n~eline high tide 11,01
.r''
i `r_. X814 + ~
~ 821 + 10.72 , 12.24 ~ ' ~
, o d o ~
' 8 i 14.88
i / ~ ~ ~ ~ l\
Pro osed ~ i
~ ~ ; f ~ 13 39 g
Boat Ram ~ ro ~ r-~' P ~ g a ~ ~ f ~
o , 815 + ~ `
~ ; 8.~0 ~ ~ ~ , a' ~ 11.42 ~
~ % a N tai ' ~1 N d - ~ 822 818 + i' ~ 11.44 ~ !
Washoutatn~ ~~y> ~ ~ o.os~ n~ ~ ~ 2.05
1~ i J \
~ e 808 + l 14.93 t
1 ;r j a~ ro sed new bulkhead P Po j t 3, 804 +
be ~ 14.7 ~ 1 J,;
1 ^ washoat area l ~ i • 331 ~ 825 r ~
32q O.Ol9 Acres f/ .50 ~63~ 833 + \ ` ~ s 1
gas z~s ~ 7.7 ..r- 3~v ( 1 i ~ al +
• ea + ~ > b}nken bulkhead z3.5 b ...~,r' 13.05
~v ~1u~ ro- existi bultl~ad 902 + $ 8 ` / ! 823 oto~ 6 0 ~ ~ 8.88. 11,26
• 1373' 502` 3 ".5.4' / / .r"` ~ i 817 + 11.71
• s~ r ~ ~ 901 + + i i ~ ashout area 4.50 827
~ / / o.ols ne~es . 900 ~ ~ 8. 9
• _ b~:5 i j 82~ i .i 32.9' ~nei„ h t,ae ? 07 ~ s~4~ef~ g ~ ~ 1 8.
574 r' 903 + ~ l i, i 4~'1 ~ , ' ~ 8.85 ~ , Da'
,6~. ~ ~ f i _ ~tif ~ 1S
SA ` i ~.oo ~ ~ X ~-9 ~ L_.r- ~ ~ i ,i
~ ~ i
cnd ~ ~y , / j
J ~o • •
r ~ 904 + }J ~ ~ ~ 8 - ~ '0~ 9.46 ~ /~-~.-8..,6 7.37 1 0 erm r 0 a
o ~ ~ 7.99 i i r~
~ , j' / ma nar eo
n , ~ ` ~
~ ~ / F oo +
i p%9 ~ f ~ 9os i rms ~ a c a e e r m e
j 11.66 ~ / 8.55 ~
t in e u m r a e o
1 I / - - - q4 xis in oa oa ~
~ i9o6~ - - / i 9.00 ~ a - 50 le 1
r ~o. E ro ose oa Sca oa
~ ~ = 17 / 2005 1l Drawn
- u ea ea ~,11~,.:,~~~~
t` 4 / 2005 c~;~~ ed 4 I 1 ~ , Revis
i 9os + 10.90 ~ P a. ~~'ESSf;;°~;~°°~~ m u ea _ ~~~~~~:u~
ro ose in o - ison PLS ~ v Hard B B ant Y -
907 +
11.79 em ora 1 ence ~ ~ ~ r~ ~ 1 , ,~,e ..P W zit"~'S ~„~•$o
ra~` ..~s:~'
as ou eas
910 + ~ beet 1 of 3 ~r~~ ~~;e~~ti4~ S
10.7 is ur ance o once own a
em or ol. of erm
50 0 50 100 100 150
GRAPHIC SCALE -FEET
I
f
UD~j

O Z
Jatnos s ioodman
28J `514 R~ashoi~tarea
0.012 Acres
3 sr s' 6 1
153'
proposed nelu biilkhead - y e ,
a' la.u so
V'ashouC area a'y or
QOi7 Acres tie~4
broken l~nilkhead ~~~~ia~~~ilkhead
~ r y,
r
. '9.41 R" ,;~~i lip ~i i i i
r
Washoutarea ' i 0.027 Acras . \
.~9 ar a$•' 811 +
a9tiA 'ice ~~i' 805 +
~ ' ~ 9~0.' \ 192 shorelin~,lu~,y~/ \
~ -
un ~ ' l ~6T 9.5, 8,20 \
0 le I WaSbOUla[ea ~i~ ~i~2A,6 ~i' ~i' A _ 1
a~ e~ b i i 0 i i ~ A 0.046 Acres 7~ ~ mow--.. _ ~~i ~~i , 9 i~,' ice' V 0 ice' 'v~~.. A /
prop<sed new bulkhead ice'' i~~ ..._wr._-_._..__.7.,~!._._.._,- ~ ~i' ~i'' 1 i ~Jkhead i~ i~ i~ O i
Washout area ~ ~ i i ~
0.033 Acres 12.0_ O'er i O'er
U.3' broken bufkbead r - ]la~ ~~i ~O ~ r'~ 810 +
i~ ,aeNr ~r i 11.43 '
exy~ulkhead ~r ~y~ulkhead ~y~' ~ - - - • v + i i \ 806
i~ i ~ i /r` 20 + = Jam. 1 Ii ' v 2.3
existing bulkhead 824 ~ shoreline ' if~e . 11.OlY~i ------°11.00--i~~~~!_~ ~i~ 1~~ \ I'eli~e~igif~e. ~~i ~i ~~i $1~ ~ ~i ..__.13.00--~\
~ ~ 1101 ~ ~ ~ - , i' ' ' ' '
- --Lai---~
i % ~i ,ice ~ , i~ i' \ i iii i~ i' ' ,r; ~ 819 +
821 ~ ~ .72 ~ d. ~ ~ ~ 12.2.' ; ~ ~
o ~ / /
a ~ i'' ~ ~ ~ ~ J' i \ O'er i 809 + \
% ' (Proposed) I i dp / ~ ~ 1 14.88 ~
i~ i~ ice' ~ % ~ ~~i t` i~ i~ / ~
oat Ram ; ~ ~ ~ I P ~ ro / l 1 807 + F
8 ; r" ~ ; ~,~,a . ~ 8 I ' ~ S 1
w~" , ti t y-''~f ,i , ice' d'~ cAr ` ~ + % d' 1 815
~O ~ a ~ ~ / ~ / a ~ I r' 11.42 ~ i ~ ~
Washout area ~titi / ~ ~ ! 822 "Ir ~ 818. \ i I 11.44
Q054 Acres 6. ~ ~ ~ ~ ~ .ds ~ ~ o i / I '1. ~ ~ i
1
proposed new bulkhead p ~ ~ ~ / j ` I - 808 +
be 3. ~ ( . ~ ,j \ r . 14.93 ~ • .
washout area ~ ~ ~ ~ 8 11 ~ ~ 1 32.9' 0.O ~9 Acres 33 ,~Op 804 +
_JZ ~ ~ 825 \ I
~<~s' i j 833 + ~ ~ ~ ~ ,
brokettbulhbead a3,r l~ i ~ ' / \I / J6.6 ~2A ~ + ~ ~ ~ / _
1~` exislin bulkhead 9~ $ + ~ ' ,tom otn~° g ~ ~ 8 i X823 +
~ ~I372' 531'4 - _ V ~ ~ t! 8.88 1 Se b.o ~ ~ ~ 11.26 _ ~ 36.1' ~ ~ ~ ~ 13.05
Washout area _ 1 ~ 9011+ / ~ ~ / 0.018 Acres ~ 4.5 ~ 827 + ~ 817 + 11.71
9~ A Y i'
: ~-sliz~fine high tide i' I ~A 6.~5 \t ~ 1 $2~ 574 __.24~ + w\( ~ i 8.07 / ~ A Distur a ea
, ~.o _ ~ „~Q .5 cres
i r
r ~ ~ ~ X
mar= ~ - ! ~ • ~ ~ std ~ ~
~ - ~
;r, ~ %
~ , 904 ~ + 0 4j ~i Q~ ~ o / 9.46/ ~---R..,~
7.99 ~ 7.37 i ~ r rmi 0
o gp ; /
~ ° X100 ~ 8 / ~ _ a. / r~
~ ! / / eonar ma
N Qo ~ 09 + + / e en 905 / /
11.66 ~ 8.55 / 10i-~~ / r m
~ ' /
. ~ fl It
/ ~ 06~+ - _ - xis in oa rm e u in oa 0
/ / 9.00 w
! / ro se oa / Scale 1" = 50' ~ oa
Distur e rep B /
/ 908 - - - u ea Drawn =1 / 17 / 2005 ea
10.90 / 1. A cres /
/ o ro ose in • Revised 4 / 14 l 2005 in u ea ~ ~ ~
/ 907 + / 11.74 _
B - B ant Hardison PLS ~{x{ y ry ~ ~ti .
em ora i / i ence
910 + ~ as ou eas 10.7 eas r . ~d . ~ s p"'," .,t"~~~4
- istur o ance u lCe OU11 Sheet 1 of 3
em or of of erm
ons ruc ion ans
50 0 50 100 ~ 100 150
GRAPHIC SCALE -FEET
i
i
i
g~~ ~3

2
O Z existing b~ !ishead
6
~ d ~ ~
d ow,oj
W c~, ~f
existing bulldiead ~
,1~ ~h
Q e
a~
~ be ~ ~
N U ~ ~ Of
/ ~
0 ~~b i!~ ~ ~ v~
c~~~~~ 8 i ~
~ etiist%7 bulkhead i ~ ^ ti99~ / b j ~ ~ ~ d Ik ead ~ `+•02 ~ ~ proposed news bu h j
atr / ~ ~ f'
~
broken bulkhead F s, / 910 +
! ~ / s.•r~fr i / r
Washoutarca 9~.r ~ % O.ISi Acres ~ r ~ /
8 g~ / r ,,i ~
t
3 to3~? ~re"lme high tide / 589 /
~~6 / J.00--A,t~ -ate-g +
11.68 bJ _ / _ a 1123 . 8.00 ..i'"" ~ /
849 + io.o~ / , 9.92 i ~ 836 ~
e~isCing bulkhead 1S ~ d & 12.23 / ~s
~ ~ ~ ~ \ / /
o I \ ~ ~
t~~ le 853 5• / ~ / 843 + /
4.48 e~ 8 12.24 /
b w~ 1~.~' ep0 a . ~ + / / 848
~ a broken bulkhead 1~ o N o n ' 11.18 ~ /
~ w o + 837
' Sib' i ~ G ' ~ ~ /10.91
' b~ / /
844 /
oposednewbulkhead cP Pr 9 2.04 / ~ /
4599' ~ 1 7S.' /
' f ,
, Q' ~ washoutarea 0,71'-2 847 5 +
. = _ 852 0.214 Aores _ ~zb - 0.27 ~ 11.91 ~ 11.44 / /
. 855 + / /
' 7.16 ssa ~ 8 / / 846 +
s3 s _ ~ / / ~ 10.43
' ,horeline hieh tide \ Washout area ~ ~ \ / ~ /
0. ] 1 ~ Acres - ' 1 isg ~8'~ _ 13~s' - r /
- proposed cti~°bulkhead - atg ~ /
i ) ~ / /
a 8 \ u~. ' existin bulkhead ' 85 + ~ / /
g 861 + ~ ~ 851 + _ - sus 10.25 ~=0,90 ~ \ \ / 9.54 /
61.6' ~ ~ rr t ~
J7.S a"' C 865 + _ 866 + 9.67 ~ /
8.16 f \
850 + / ' q.°°' ~ ' 8.37
~ ~ ,o. ~
oa / ~ ~ ' ~ 857 +
867 + 864 + ~ + 9 87 ~ 7.82 ~
9.63 9.94 ~ • •
~ 5 i i i a or ermi o
• oa - ssg + i' tiri . - ~ 862 + ~ 7.84 /
X1S 9 0
- d + a en 863 nar m eo a
9,64 e 1 ~ 859 +
9.04 r e ea rm ma c a s e
868 + - - - _.-y.- _ _ _ xis in o r~ ~r
9.94 rm u in s ea e
ro ose oa a
Scale 1" = 50'
u ea
Drawn =1 / 17 / 2005 .E.I~CAA~E..
ro ose ~n u • . 1 u ea
Revised 4 / 14 / 2005 ~ ~ o. r3 E y
B - B ant Hardison PLS
em ora i enc~ ence ry . y
as out r eas ~ 1.-~~~~ .mow
S~ ,a < } ~~~,~o. .ia
is ur ance oun a oun a ~q . Sheet 2 of 3 °t.~;~~~~..
em or of er ~Ol erm
50 0 50 100 150 150
GRAPHIC SCALE -FEET
~V op
oql

2
O
Z
existing bt ii head
o~
c~ n
? N V~
c~ ° o d ~r
existing bulkhead
41~
1T 0
e d
~ be ~ ~ N
d ~ 6
o~
~.x r d ~ ~ ! ~b i~0 ~ o
vd .s" /
5'~~~ 8 •tst na bi>lkhead , - ~ ~
m osed eiv r ~ ~ r- ' % r p p n bulkhead ~ Z ~ , atr / ~ d~ ~ .
'r, i~~r-=f,G.,,,
broken bulkhead J ~r
~ % _ 910 + /
s rtarea . 4u.1 ~ f ~ /
4.181 Acres ~ . / ~ ~ ~ ' 8 8 r /
. , ~ toa~~.~ ~~mehig~hYide , / 589 .3
e.oo 11.68 ~p9 ~~8 /
9 11.23,.E / .o ~ - oa
existing bulkhead 844 9.92 i _ /
d ~ s o 1S
cq i 12.23 / `l+
un 0 T ~ / / /
~ e Ss 5~° a
e~ 4.48 b 1 i 843 + / \ / 12.24
- ep0 . - p i ~ / \ /
broken bulkh - - - ~ ~ 1~ p ~ o ~ 848 ~ ~ / / 11.18 , ,
p0 0 ~d ~ ~ /
59.6' ~ ~ N - ,1 .ryG ~ / { 837/
~ /j ~ 10,91 ~ ~ `i /
proposed new bulkhead - ~ ~ 8 /
~ 9 fir, - - A59.9' 2.04
7R.5' r - ~ $ /
/ • - ~ err j rr~
' - Washoulmes 62.2' r/r.. ~yii!r q. - 0214 Acres 0.71 _ J
r 852 - ..6 ------ter rd----___.. - - p ( ~~.r' / 0.27 11.91 11.44 ~ /
855 +j/ rr 'i 7 r rr'r
saa 6Arr•~ .16 ~ 8 ass ~ rrrrr / _ - rrrrrrr rrrr rrrr
Washoutarea - rrr rrrS~ioreline high tide'; rrrr / ~ 846 + Dis r to e Ar ea C 10.43
D.1li F1cre5 _ - 118.9' rrr 1A rr'' .
i - ~ ~,a,3~s"r•• rrrrrr~ rrrrr proposed letvbulkhead - rrr ~ rrr rr' ~ ~ / btu - _ rrrrr 1 rrrr Gres
rrrr rrrrr rr+ ~ /
' 116. ' .r rr rr $ ~ .a a,~ rr r~ i rr $ b 0 rr - - ms's rRrai _ rr rr a 1 t $ rrr
ry rrrr ~r existing bulkhead ~ 85 l~ `l ~ rrrr' rr rr g~ 1 - ~ - rrr rrr \ \ rrr
_ 56~~ r-- 10.25 rrr .90 ~ ~8~,1~ a 19. ' 8.7' rrr~l.~rrr r,`.-.''` r'rrrrr' rr•r _rrrr' ~ ~ 9.54
,T~ rr~ rrrr' rrr f rrr y ,cc. rrrr rr rrr ~ i~ 865 ! r' _
866 p.}/~
,,.rrU.lU ' rrr rrrrr ~ \ 9'~ rr'r ii / i err rrr \ r' ~ rrr r ( rrr ~,I~ rrrr' r ~-9,00` 'O rrrrrr rrr'+ ~ rrrr i~~-,.",-- 85U + JJ
r r ~ r i / r r rr r .Ir rrr' rrrr rrr / i ~ / ~ / /
rrrrr / ~ 10.00 rrrr rr i ~ I rrrrr I~ rrr rrr ~ ~ 1 ~ ~ .i , /n
r$j~.r'' rrr 860 + ~r?r' ~ , ~ 857 + - ~ r'
_ r'' 9.63 _ 864 + q.~rr- ~ ~ 9.87 rrr' ~ - ~ 7.82 rrrr rrrrr 7Y ~ rr ~i i ~ I ' ~ ~ JC ' irk
rrr rrrr 1e~ rrr` it O ~ rrr rr t,~~ `r/ i , / r 5 ~
• a BOr--' rrr-- ,i-- Xl i-- O rrrr rr / i'~ ` . • / j ~ rrr A rrr a~ 85 + i
X15 rrr „ter arm- ~ ~ , s rr r' a r 0 er mi 0
r.+rrr~ r r rr i ~ 9.07 ~ ~ i ~ riI ~ 7.84 rrrr'% + rrrrr ~ _ 1 ~i~ r 863 p „r - ~ i' /
eon ar . m a
rrr .-859 + , a _r - ad _ . 9' - d Ro - ~ 9.04 rrrrr-' - r ose i i r+r
rrr prop ~ _ ~ . r
868, f,. - "'594 , mr a e ea c arm s
xis in oa i• - - - _ ,rrr fl ff
°rr ~~-~Jr~~'•• _ - I~ e r m u e ~ a n
ro ose oa
Scale 1" _ ' 50
u ea
Drawn =1 i 17/2 005
ra ose 1n u ea u ea ,..~~~,,,~:a-..
. Revised 4 114 ~ ~ :«~r / 2005 y ~ . - a
em ora i enc rd ~i
e ,nce = ~ ~z~~o B B ant Har dison PLS a°~~ y ~
as ou eas 5~:~~.i a
o ~ ~A
°m~'~, fi'r' ~ r~ m
is r ance oun L ~
Sheet 2 of 3 p~+~ ~°~~.,o.
em or of erm 1111
i~
50 0 50 100 150 ons c ion ans 0
GRAPHIC SCALE -FEET

H
O
Z
~n Q re
a ~,<< e~
b 1
- -
~o
' an 0, i broken brdkhead
' i~~s
Washout~u~a ~ atop -ago'"~~~ .871 +
o.ora Aer~s , ~ st r ~toreline hi;la ~Cida sJ'
i, . -
WashouC ara ~w~t~`~ ~ 0.12 Acres 5.6't~~~~4 ~s.a _ 249 5 _ '
of n _ _ Du 9.00
ax e em b are proposed new bulkhead ~ 3ts ~7~ + 1 9.06'
aos' 874 +
Washout area at?~ X0.37 ~
0.052 Aches ~ s2-s~
broken bulkhead A ilkhead - ''"~z~ ~ existing bulkhead 325 . i ~ ~ ~ 74,.0'
• 634 + 873 + . to s 9.87 877 + ~ ~ .10.85 ~
Washout area ty a 0.129 Acres existing bulkhoad „~~U.1J Q i
. - s tln ,,,,11.00._. 869 + X15 s s,.r 876 + 10.06
is 10.19 , / / i
0~ e Washout area a 1~ ~
proposed new btdkhead 0.183 Acres b 1 ~~-1' 80 + / / 8 ~ 1 9.15 / / ~ ~ 872 +
ii S' / 11.66
3fi3' shore! ~ / % shoreline high tid/ /
30.8' 3 r i7 l' i `9'~ /
_ 883 + i / } i
3C.1' "v 8.60 ~ 9.02 875 + _ i 10.54
~ - /
emar e oun _ _ (proposed} 88~'+ i 9.00 i j
9.87 , ~ Rip Rap fanned out 811 3i ;~h.
,o ~ ss2 + 878 +
. r ~ ~ 9.28 broken bulkhead ~ / 9.83
303' / 10.00"'" Washoutarea tsse ~ ~i. 889 + existing ~
proposed new bulkhead O.l60Aaea ~
existin; bulkhead ~ 8.29 i 885 + 881 + Washout area 10.41
10.28 0.~1~AGIES _ 61T
641' ~ _ / 9.00 31 z' ll 1.6' oa
g tw + ~S -tt,o0
~ X i i ~84 + .
+ to 11.15 +
$99 + - asa 4r - .50 ~ 2.~ ,_g.00 ~_-:9.00 sba~o
JB~~ _ _ % ~ hde
'h~, ,r ; lo.2a ~ ~ ~ ~ ~ 10.10 gg~ + r
'z % ~ 0 9.71 ~ o
898 + .1 ~~.50
10.30 890 + Aprill'arkenton 897;+ 9.80
9.50 0 3781370 g
9~
t 891
892 + 10.10
8.40
e en
- - - xis 1n oa
~ •
ro ose oa a or ermi 0
u ea
m n 0
r 0 ose ~n u ea
a r _ r e m ma
em ora i ence .:,P9tt.
I1
as ou eas in s
is r ance oun a . Scale 1 50
em ora of erm n=1117/2005 - Draw
Revised 4 / 14 / 2005
B = Br ant Hardison PLS
50 0 50 100 150 Y Y
GRAPHIC SCALE -FEET
Sheet 3 of 3