20051241 Ver 1_Complete File_20050705

0? W AT
? r

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 29, 2005
Carolina Coast & Lakes
P.O. Box 370
Hertford, NC 27944
Subject Property
The Shoes At Lands End
Little River [030152,30-S-(2), SC]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-1241
Perquimans County
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Ladies and Gentlemen:
You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.037 acres of waters to construct a concrete boat ramp and protective rip rap, concrete
boat ramp access, wooden courtesy dock/pier, boat lift/small vessel conveyor system, and rip rap
shoreline stabilization on higher ground as described in your application received by the Division of
Water Quality (DWQ) 401 Oversight/Express Review Permitting Unit on July 5, 2005. After reviewing
your application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3400 covers these water impacts. This Certification allows you to General Permit
No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition, you should get
or otherwise comply with any other federal, state and local requirements before you go ahead with your
project including (but not limited to) erosion and sediment control regulations and CAMA. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
PTA, Estuarine Waters 0.037 acres (filled and
shaded erapplication) DCM Field Investigation
Report
401 Ovcrsight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.ne.us/ncwetlands
One
NoithCarolina
A atimally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l Oro Post Consumer Paper
The Shores At Lands End
Page 2 of 2
August 29, 2005
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481.
Sincerely,
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washngton Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files
Filcname: 0051241ShoresAtl andsEndCazolinaCoast&Ukes(Perquimans)401_CAMA
D?
N N
coos Idle,
North Carolina Department of Environment and Natural Resources o?
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary 4
July 1, 2005
2005 12
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Carolina Coast and Lakes
Project Location: End of SR1300, New Hope Road, Drummonds Point, Perquimans County
Proposed Project: Boat ramp, pier, boat lift conveyer system, riprap
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 22, 2005, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kim Hedrick at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carolina Coast and Lakes, The Shores at Lands End
2. LOCATION OF PROJECT SITE: End of SR1300, New Hope Road, Drummonds Point, Perquimans
County, adjacent to Little River.
Photo Index - 2000: 162-1732 (R-12) 1995: 162-1659 (R-5) 1989: 121-23 (D-22)
1984: 118-824 (S-11) 1978: 130-1311 (N-5)
State Plane Coordinates - X: 2,823,000 Y: 872,800 Stevenson Point, NC U.L.
GPS - B061618A
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 04/06/2005 and 06/16/2005
Was Applicant Present - Yes, on April 6, 2005 pre-application
meeting
5. PROCESSING PROCEDURE: Application Received Complete - May 28, 2005
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Rural
(B) AEC(s) Involved - PTA, EW, and ES
(C) Water Dependent - Yes
(D) Intended Use - Private Community
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Riprap shoreline southeast of project site, vinyl bulkheaded
man-made canal system and lake, building under construction
Planned - Boat ramp with riprap and access, pier, boat lift conveyer
system, upland riprap
(G) Estimated Annual Rate of Erosion - 1.5 feet/year on Little River
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
VTT T 'Qn PTT T PT) 4NADFT) SHADED
Rock Riprap Boat Ramp, Vessel Conveyor Pier & elevated
(A) Uplands within AEC
440 sq. ft. riprap, & access
890 sq. ft.
230 sq. ft. walkway
440 sq. ft.
(B) High Ground 11,558 sq. ft. 134 sq. ft. 368 sq. ft.
(C) PTA, Estuarine Waters 800 sq. ft. 60 sq. ft. 756 sq. ft.
(D) Total Area Disturbed - 13,688 sq. ft. (0.31 acres)
(E) Primary Nursery Area - No
(F) Water Classification - SC Open - No
FIELD INVESTIGATION REPORT: Carolina Coast and Lakes, The Shores at Lands End
Page 2
8
PROJECT SUMMARY:
As a major permit modification to Major Permit #144-98, the applicant proposes to construct a 10'
x 50' boat ramp with riprap stabilization and concrete approach, 100 additional feet of riprap
stabilization around 404 wetland outflow, community "T" shape pier 118 feet waterward normal
water level (NWL), a 176' x 12' small craft conveyer boat lift system with adjacent 170' x 5' wooden
walkway at the common area on this property. The only current development within the common area
tract is a vinyl bulkheaded man-made canal and lake with small pier and boat ramp, gravel driveway,
and community building that is under construction, all being outside the 75-foot estuarine shoreline
AEC. Other man-made features on the property, but outside the common area, are riprap shoreline,
home, series of manmade canals and ponds with large culverts, dog shed, barn, and gravel roads.
PROJECT SETTING
The location of the proposed development site is within a 616.1-acre tract of farmland that is being
converted to a 251-lot residential subdivision with a common access area, located near the end of New
Hope Road (SR1300) in Drummonds Point of Perquimans County. The development site is located on the
western shoreline of Little River near its mouth at Albemarle Sound. The width of Little River at this
point is 1.372 miles (7,244 feet).
The developer has dedicated a 13.03-acre lot for a community water access area between lots 89 and 122.
The property has an elevation of approximately 12 ft. above NWL that gradually slopes down to the water
and is vegetated with indigenous weeds and grasses. A portion of the approximate 70-acre lake and canal
system with a 20' x 6' pier and 10' x 10' boat ramp, gravel access with cul-de-sac, and community
building, which is under construction, is located outside the 75-foot estuarine shoreline AEC within the
common area. A 404 wetland fringe borders the southeastern and northwestern property lines of the
common area. The northwestern shorelines of the property consist of low banks (0-5 feet) with an
average 2.5-feet wide strandplain sandy beach, while the southwestern shorelines of the property consist
of higher banks (5-10 feet) that are protected with riprap. A total of 18.1 acres of cypress fringe 404
wetlands are intermittently scattered on the property, the majority being adjacent to the common area.
The common area property has an irregular shoreline that is approximately 230 linear feet.
The adjacent property to the north is farmland with an extensive cypress swamp along the shoreline, and
the adjacent property to the west is residential along Soundside Drive adjacent to Albemarle Sound
surrounded by farmland inland to the north. There was no observed presence of submerged aquatic
vegetation or shellfish in the vicinity of the ramp/dock site on June 16, 2005. Reviews of available
information suggest that there are historic grave stones around Stevenson Point; however, there are no
grave stones near the common area, and no other known archeological sites or geologic formations
associated with the applicant's property.
The waters of Little River in this area are classified as SC by the Division of Environmental Management
and are closed to shellfish harvesting.
The water depths at the site range from 1 foot near shore, 2 feet around middle of pier, 2.3 feet at end of
pier, and 3 feet at a distance of 405 feet waterward of NWL, and the bottom is fine sand and silt.
FIELD INVESTIGATION REPORT: Carolina Coast and Lakes, The Shores at Lands End
Page 3
DEVELOPMENT PROPOSAL
In order to provide water access for the interior lots of the subdivision, the applicant proposes to construct
a community boating access area that consists of a 6-foot wide by 110-foot long pier with an 8-foot wide
by 12-foot long "T" platform, a 10-foot wide by 50-foot long concrete boat ramp with riprap,
stabilization, a 540-foot long concrete approach to the boat ramp, 100-foot riprap upland and on both
sides of 404 wetland overflow, 176-foot long and 12-foot wide small vessel conveyor system with 4 pilons
of the system being in the water spaced 30 feet long by 12 feet wide with a 172-foot long and 6-foot wide
tapered to 3.5-foot wide wooden elevated walkway to NWL adjacent to conveyor system. There is no
request for restrooms, gasoline, sewage pumpout, dredging, or 404 wetland disturbance with this
development proposal.
The applicant indicates that approximately 6.1 cubic yards of riprap stabilization, 12 cubic yards of dirt
fill material for the ramp foundation, and 2.68 cubic yards precast concrete will be required below the
normal water level, and 7.2 cubic yards of dirt fill material will be required for the ramp foundation in the
upland area.
The "T" pier structure will not have mooring slips and is setback 84 feet from the nearest property line to
the southeast.
ANTICIPATED IMPACTS
The proposed pier will project approximately 118 feet out into Little River, and will shade approximately
756 square feet of Public Trust Area (PTA) and Estuarine Waters (EW) Areas of Environmental Concern
(AEC). The elevated wooden walkway adjoining the pier and adjacent to the vessel conveyor system will
shade 440 square feet of uplands within the Estuarine Shoreline (ES) AEC and 368 square feet of high
ground outside the ES AEC.
The proposed boat`ramp, associated dirt fill and shoreline riprap stabilization required for construction
will result in approximately 800 square feet of PTA, EW AEC being filled, and approximately 890 square
feet of uplands within the ES AEC being filled by the boat ramp, dirt fill, riprap, and a portion of the
concrete access. Approximately 11,558 square feet of high ground will be filled by the remaining concrete
boat ramp access and turn around area. This constitutes 5.72 % of impervious surface coverage within
the estuarine shoreline AEC.
The proposed 100 linear feet of riprap along the overflow slopes of the 404 wetland area will fill
approximately 440 square feet of uplands within the ES AEC and will not be placed in the PTA, EW
AEC.
The proposed small vessel conveyor system will project approximately 30 feet out into Little River, and
the steel beams will shade approximately 60 square feet of PTA, EW AEC, 230 square feet of uplands
within the ES AEC, 74 square feet of high ground outside the AEC, and 60 square feet of high ground
outside the AEC and over the manmade canal.

FIELD INVESTIGATION REPORT: Carolina Coast and Lakes, The Shores at Lands End
Page 4
It is anticipated that approximately 21,000 square feet of ES AEC will be graded and seeded in the
common area. Boating activity will increase in this area resulting in a possible increase in water
turbidity, and may result in toxicants from hull paint and maintenance products to accumulate in the
sediment near the boat slips. This will be the first pier along this shoreline. There are no expected
navigational impacts due to the pier structure.
Temporary water turbidity will occur during construction.
Submitted by: Kimberly A. Hedrick
Date: 06/30/2005
2045 1241
LAMA Major Narrative:
"The Shores at Lands End" c/OS
A Carolina Coast and Lakes Residential Subdivision
PROPERTY: 616.1 acres waterfront on the Little River and Albemarle Sound
18.1 acres of 404 wetlands
70 +/- acre lake
Existing Residential Subdivision with many lots currently under other ownership or
under a purchase contract.
PROJECT ARF,A: only the 13.03 Acre COALVON AREA
Located on the Little River Shoreline between lots 89 and 122 only
Almost all other waterfront lots and areas within the CAMA AEC have been sold or are
under contract prior to this application. The developer will have no legal rights or control
over the majority of these lots by the time this permit might be issued by the Division of
Coastal Management.
PROPERTY:
This 016.1 acre property nd is subject to high
wind and wave energy due to the large fetch from both the Little River and Albemarle Sound. The
nearshore environment is characterized by a broad non-vegetated shallow water shelf extending an average
of 400 feet out into the Albemarle Sound and Little River. The shallow water in and of itself limits the
type of craft that will be able to access the property.
PROJECT HISTORY :
The shoreline stabilization by rip rap (reference existing CAMA Major #144-98) was completed in April
2005. This stabilization curtailed the shoreline erosion occurring at a rate of approximately 4.7 feet per year
on the (Albemarle Sound shoreline) and 1-2 foot per year on the Little River shoreline (Source-USDA
Shoreline Erosion Inventory). Approximately 17 acres of shoreline was lost on the Albemarle Sound
shoreline in the 31 year period between 1944 and 1975 alone (144 feet landward movement on 5,328 LF
shoreline). During this 31 year period ALONE, approximately 150,000 CY of sediment has been
introduced into the estuarine waters of the Albemarle Sound along this portion of the shoreline. The
completed rip rap stabilization by Carolina Coast & Lakes of the shoreline will serve to stem the rapid
erosion, thereby protecting estuarine waters from sedimentation, turbidity and fill.
The applicant is also in continual process of seeding and stabilizing the disturbed areas and upland portions
of the agricultural lands within the 75 ft AEC (under CAMA Major 144-98) to stabilize the shoreline and
end the turbidity, siltation and sedimentation of the surface waters adjacent to the shoreline. The
conversion of the agricultural lands into vegetated residential lawns will limit land disturbance within the
75 ft AEC to pennitable uses and allow the future land disturbance activities to be controlled under the
Division of Coastal Management Program. This will abate future wind and water erosion of topsoil
occurring from previous biannual plowing and tilling of fields within the AEC, adjacent uplands.
Extensive portions of the property were formerly sloughing off into the estuarine waters, causing frequent
extensive turbidity events leading to siltation and sedimentation of the estuarine waters and causing
extensive turbidity plumes within the Little River and Albemarle Sound prior to its stabilization by rip rap.
J• ?^r
LAKE
A 70+/- acre private lake has been excavated entirely in uplands. This private lake will serve to provide a
recreational area for the lots of the subdivision adjoining the canal. This lake will be stocked with bluegills
and Largemouth Bass once water clarity settles out from the original excavation.
This lake will be self-contained and not connected to surface waters. This lake was designed and has been
modeled studied using HEC RAS stormwater computer programs. This was required by Dwayne Hinson of
the Pasquotank/Perquimans/ Camden County Soil and Water Conservation Office prior to its construction.
The lake has been designed from it conception to contain and filter all stormwater runoff from this
subdivision as could be feasibly drained into this lake. In addition to containing the runoff from the subject
property, offsite runoff that is currently draining through the existing ditch system traversing this property
will be stored and treated in the lake system
WETLANDS:
NO 404 WETLAND IMPACTS PROPOSED.
The site was investigated for the presence of 404 wetlands were delineated by Kendall Turnage (during
October 5-16, 2003) and the wetland alignment was confirmed and documented by the US Army Corps of
Engineers on December 11, 2003. No Coastal Wetlands were claimed on the site by the Division of
Coastal Management in November of 2003.
DREDGING: No excavation or dredging in estuarine waters will be required by the project as proposed.
The developer does not propose or desire to dredge any areas of the Little River or
Albemarle Sound as maintenance will be a long term, costly and futile prospect. It is
fully disclosed to potential property owners that the nearshore environment is very
shallow.
PROPOSED ACTIVITIES:
Boat Ramp Facility 10'X 50'X 0.33'precast concrete boat ramp in Little River (22'X 10'X 0.33'in
water)
Intended to serve shallow draft vessels (since only shallow draft vessels will be able to navigate
within 400 feet of the common shoreline)
FILL: 'LX.68 CY concrete fill below NWL
12 CY Earthen (sand/silt) fill below NWL to support concrete
13,442 SF Concrete boat ramp approach will be constructed to access boat ramp
(673 SF within AEC)
**See Boat Ramp Detail sheet
2. Rock Rip Rap 65 Linear Feet of Rip rap shoreline protection to protect side of boat ramp and
100 Linear feet will be employed on highground to armor the intermittent overflow outlet slopes of the
404 wetland area just southeast of the boat ramp (see plat)
**See Rip Rap detail sheet
3. Courtesy Pier/Dock 110 ft X 6 ft wide elevated slatted wooden pier over water
with 8 ft X 12 ft T-head
Slips proposed : NONE, Day dock only
**See Courtesy Pier/Dock Detail Sheet
4. Small Craft Conveyor System: from man made private lake to the Little River
a?
176 ft X 12 ft small craft boat lift and conveyor system
(30 ft of which is a boat lift area over the water of the little river and another 30 ft of which is a
boat lift over the man made lake)
(**See construction details by Whitehurst Drafting and Design in plat package)
Impacts in Public Trust: Four 30 ft X 1.5 R wood pilings in the Little River
Two 30 feet X lft wide steel beams will be suspended on these pilings over the public trust waters.
(Two of which will also serve to as courtesy pier/dock pilings.)
Impacts outside the public trust on uplands: Four wooden 30 ft X 1.5 it pilings in the 30 ft
buffer, Twelve 2 ft X 2 ft X 2 ft concrete bases (all landward of the 30 ft buffer), twelve
steel pilons on these bases, Four 30 ft X 1.5 ft wooden pilings in the man made lake, Two
176 LF X 1 ft welded steel channel beams for wheel system, and one boat lift system
with nylon straps.
LAND DISTURBANCE
The remaining uplands will be either covered by lawns homes or roadways, almost the entire upland
portions of the site have been under agriculture for at least a minimum of the last one hundred years. By
stabilizing the shoreline, the applicant has ceased the previously unchecked erosion along the immediate
shoreline. The NC Division of Land 'Resourccs has an approved Sedimentation and Erosion Control Plan
for this site. If the permidoes not cover this area then this area will be added as a modification to the-plan..
.IDL(k
Kendall Tumage
Environmental Professionals, Inc.
5/02/05
MAJOR PERMIT FEE MATRIX
Applicant: Carolina Coast & Lakes: Shores at Lands End
Selection Development Typo Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private or Public or

® Commercial Development $250 100% ($250) 0% ($0)
as a major modificationic
an existin permit.
II. Public or commercial
? development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). For Private non-
E] commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
E] Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
E] involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
11
MENTAL PROFESSIONALS, INC, 2139
P.O. BOX 3368 ?52-441-0239
KILL DEVIL MILS, NC 27948
Date es-ts/o rt
Pay to the 4701
Orderof !VL ??N1Z. '
,s
BankofAmericae Dollars e
l1?
+ ACH H/r 05=o106
.: For %$ D 3 -/ r4 (c?rl1. (terl?.?Ct??t S /
1:0 5 3000 196,: 000 64
70 1700 7u'
2139
J

r
Yf
r R
i
Form DCM-MP-1
-

APPLICATION

(To be completed by all applicants)
{PRIVATE } b. City, town, community or landmark
New Hope, NC
1. APPLICANT
c. Street address or secondary road number
New Hope Road, NCSR #1300
a. Landowner:
d. Is proposed work within city limits or planning
Name Carolina Coast & Lakes
jurisdiction? X Yes No
Perquimans Cotmty
Address PO Box 370 e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Little River and Albemarle Sound
City Hertford State NC
Zip 27944 Day Phone [phone]
3. DESCRIPTION AND PLANNED USE
Fax [phone]
OF PROPOSED PROJECT
b. Authorized Agent:
Name Environmental Professionals, Inc. a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address PO Box 3368 Concrete Boat Ramp and protective rip rap, concrete
boat ramp access, wooden courtesy dock/pier, boat
City Kill Devil Hills State NC lift /small vessel conveyor system, rip rap shoreline
stabilization on highground
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) "The Shores at Lands End"
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private/Community
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
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. SEE NARRATIVE
a. County Perquimans
DCM-MRl
APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 616.1 acres
b. Size of individual lot(s) Avg.= 2.45 acres
c. Approximate elevation of tract above MHW or NWL
0-12 ft
d. Soil type(s) and texture(s) of tract
Silt loam and fine sandy loam
e. Vegetation on tract quercus falcata, taxodium
distichum, Liquidambar styraciflua,, pinus taeda,
f. Man-made features now on tract rip rap, home,
bulkhead, pond, dog shed, barn, lake, gravel road,
culverts, community building (under construction)
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
Residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
i• L
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other X (404 wetlands)
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) Attached
in. Describe existing wastewater treatment facilities.
One existing septic system
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.) Surface runoff,
pre-cast concrete boat ramp
o. Describe existing drinking water supply source.
Perquimans County water system
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
0 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 drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)

Form DCM-MP-1
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
®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 Graystone Ear, Nose and Throat
Address PO Box 3440 Atlantic Beach NC 28512
Phone

Name Marv T Wood Margaret Taylor
Address 1336 Westover Ave. Norfolk, VA 23507
Phone
© A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Major # 144-98
NCDLR# 2004-003
® A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
O 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

L ;i v
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 2nd day of May , 2005.
Print Name /(eN dg t / Tk rn a q e
Signature ??N4
-Lvndo»wer or Authorized Agen
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X 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.
+l!
I
Form DCAI-MP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands? N/A
Yes X No
f. Does the disposal include any area in the water?
Yes X No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length
165 Total L F
c. Average distance waterward of MHW or NWL
5 ft
d. Maximum distance waterward of MHW or NWL
35 ft (portion on Northwest side of ramp)
e. Shoreline erosion during preceding 12 months
.25 ft
(Source of
information) Applicant
f. Type of bulkhead or riprap material
Clean granite rock
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 6.1 CY (66' X 4' X 1..33')
(2) Bulkhead fill N/A
h. Type of fill material Clean granite rock
I. Source of fill material Approved
qua"
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
girl ,? 1;
'
X Yes No'
If yes,
(1) Amount of material to be placed in the
water 2.68 CY Precast Concrete and 12 CY sand/silt
(2) Dimensions of fill area 50` x 10'x 0.3
concrete
27' x 10'x 1.0' sand/silt
(3) Purpose of fill Concrete for Boat ramp surfa,
And sand/silt for boat ramp support base
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
N/A no excavated material
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Dump truck and long arm excavator
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Shores at Lands End
Applicant or Project Name
Signature
Date
Revised 03/95
Form DCAI-bZP-3
UPLAND
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.
If yes, date submitted
N/A
i. Describe proposed method of sewage disposal.
No septic systems requested or authorized by this
application or permit within the AEC
?C n t?
tl`, ` ?r

a. Type and number of buildings, facilities, units or structures
proposed. j.
Community building (under construction), boat ramp,
concrete boat ramp access, 27.5 ft X 6 ft wood walk on
uplands, 146' X 4 ft wood walk, 146' X 12' small vessel k.
conveyor system
b. Number of lots or parcels 251 plus three common areas
c.
Density (give the number of residential units and the units
per acre) 251 lots on 616.1 acres
Size of area to be graded, filled or disturbed including
roads, ditches, etc. 250 acres
d.
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 submitted to
the Division of Land Resources? X Yes No
If Yes, date submitted Approved 6/15/04
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Concrete boat ramp and access , Asphalt Roads
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. 5.72
percent*
*project area only
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 review?
Yes X No
Have the facilities described in Item i. above received
state or local approval? N/A
(Attach appropriate documentatlon)
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).
Pre-cast concrete boat ramp, surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Perquimans County Water System
in. Will water be impounded? X Yes No
If yes, how many acres? Existing 70 ac lake
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
Shores A+ ",d r Fod
Applicant or Pro'e t N e
Signaturp
l S?
Date
_---?-
Form DCM-MP-4
1

MAV

STRUCTURIES
(Construction within Public Trust Arens)
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 Pier(s)
(1) Commercial Private Community X
(2) Number 1
(3) Length 110 ft
(4) Width 6 ft
(5) Finger Piers Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 8 R
(iii) Width 12 ft
(7) Number of slips proposed None
(8) Proximity of structure to adjacent riparian property
lines EXTERNAL ADJRIPARL4N OWNERS
GRAYSTONE - 6,213 feet
WOOD-3,986feet (overland) probably
Along NWL approx. 9, 500 feet
INTERNAL LOTS
Lot 89-114 feet Lot 122-84 ft
(9) Width of water body 1.372 miles
(10) Water depth at waterward end of pier at MLW or
NWL 2.3 ft
Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or
wetlands
(3)
Maximum distance beyond MHW, NWL or
wetlands

Mooring buoys N/A
(1) Commercial _ Private _ Community
(2) Number N/A.
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4)
(5)
Width of water body N/A
Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial X Community Priva
(2) Number 1 boat lift
(3) Length 30 ft
(4) Width 12 ft
g. Other (Give complete description)
N/A
Shores at Lands End
Applicant of Project Name
Signature
Date /
?n

COURTESY DOCK DETAIL
Connects to
4 wooden 8' X 12' WOODEN
walkway
hPra T-HEAD PLATFQRM
BOAT L IFTISMALL VESSEL
CONVEYOR SYSTEM
i
MAN MADE LAKE
LITTLE RIVER
4/25/05
VALS INC.
I I
WOODEN PILINGS
STEEL PILINGS
(tYP•)
75.00'
AEC
BUFFER
EXISTING VINYL BULKHEAD
SEE ADDITIONAL DETAIL SHEETS BY
WHITEHURST DESIGN AND DRAFTING
FOR TRANSPOORTATION OF
SHALLOW DRAFT VESSELS ONLY.
NO BOAT MAINTENANCE OR
CLEANING TO OCCUR IN LIFT OR
LIFT AREA.
NO PASSENGERS ALLOWED IN
VESSEL WHILE IN TRANSIT
No concrete bases proposed
within the 30 ft buffer or
waterward of the NWL
SHORES AT LANDS END
CAROLINA COAST & LAKES
CAMA MAJOR APPLICATION
Drawn: KT DATE4/25/05
ENVIRONMENTAL PROFESSIONALS, INC.
SCALE 1"=20 ft
NWL
IA1L
fH SIDES OF RAMP
L`.-=
pppp- BOAT LIFT/SMALL. 'V'ESSEL
CONVEYOR SYSTEM
75.00'
MAN MADE LAKE STEEL PILINGS AEC
(tYP•),1 BUFFER
u U
CONCRETE PILING SUPPORT (typ.)
WOODEN PILINGS (2 ft X 2 ft X 2 ft)
EXISTING VINYL BULKHEAD
SEE ADDITIONAL DETAIL SHEETS BY
WHITEHURST DESIGN AND DRAFTING
FOR TRANSPOORTATION OF
SHALLOW DRAFT VESSELS ONLY.
NO BOAT MAINTENANCE OR
CLEANING TO OCCUR IN LIFT OR
LIFT AREA.
NO PASSENGERS ALLOWED IN
VESSEL WHILE IN TRANSIT
No concrete bases proposed
within the 30 ft buffer or
waterward of the NWL
SHORES AT LANDS END
CAROLINA COAST & LAKES
CAMA MAJOR APPLICATION
Drawn: KT DATE4/25/05
ENVIRONMENTAL PROFESSIONALS, INC.
SCALE 1 "=20 ft
LITTLE RIVER
NWL

SHORES AT LANDS END
CAROLINA COAST & LAKES
DRAWN: KT DATE 4/25/05
ENVIRONMENTAL PROFESSIONALS INC.
SCALE 1 "= 10 ft
CONCRETE BOAT RAMP
APPROACH I
BOAT RAMP DETAIL
1 Oft X 50ft CONCRETE BOAT RAMP
0000oOcbo o ?
Ix
RIP RAP ON HIGHGROUND ALONG
WETLAND ALIGNMENT SEE
SEPARATE DETAIL
12 CY Earthen fill required on
sandy non vegetated substrate
under boat ramp
RIPRAP WILL LINE BOTH SIDES OF RAMP
FOR STABILIZATION
-L?

t f.J .
l ?
f

RIP RAP ALONG LITTLE RIVER
SHORELINE
- -i
GEOTEXTILE FABR SANDY U
NWL
ATED BEACH
Liftle River
RIP RAP DETAIL ON UPLANDS ALONG WETLAND DRAIN
GEOTEXTILE FABRIC
404
WETLAND
ALIGNMENT
I
I
I
I
SEE BOAT RAMP DETAIL FOR RIPRAP
ALONG BOAT RAMP
SHORES AT LANDS END
CAROLINA COAST & LAKES
DATE:4-25-05 DRAWN: KT
ENVIRONMENTAL PROFESSIONALS<
INC.
SCALE 1 "= 5 ft

NWL
WHITEHURST DRAFTING AND DESIGN SHORES AT LAND END
CAMA MAJOR APPLICATION
DRAWN: PW REVISED : KT DATE: 5/20/05 SMALL BOAT CONVEYOR SYSTEM DETAIL
10- Y 10* X 16*
CHANNEL IRON ROLLERS

12- X 12-

SCALE
1 Inch 5 feet

HEIGHT VARIES VdTH TERRXN
TO KEEP BOAT AND RAIL SYSTEM LEVEL S- INDUSTRIAL NYLON
STRAP'S

- I 1
'
16-00
24"
E)aSRNC E C 1, 24 X 24" - 6.00
EXIS-nNO EAR
son
qq§B
? 1. t•

a
;? Y ' !
its +? E,

;0 r-

"
t L7 q
a
y CD t1

o^
.io
1A-r-
RCDENR t North Carolina Department of Environment and Natural Resources T°Qo?gt?
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretaryl'/ey
July 1, 2005
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Carolina Coast and Lakes
Project Location: End of SR1300, New Hope Road, Drununonds Point, Perquimans County
Proposed Project: Boat ramp, pier, boat lift conveyer system, riprap
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 22, 2005, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kim Hedrick at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S.17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: wvvw.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1.
2.
APPLICANT'S NAME: Carolina Coast and Lakes, The Shores at Lands End
LOCATION OF PROJECT SITE: End of SR1300, New Hope Road, Drummonds Point, Perquimans
County, adjacent to Little River.
Photo Index - 2000: 162-1732 (R-12) 1995: 162-1659 (R-5) 1989: 121-23 (D-22)
1984: 118-824 (S-11) 1978: 130-1311 (N-5)
State Plane Coordinates - X: 2,823,000 Y: 872,800 Stevenson Point, NC U.L.
GPS - B061618A
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 04/06/2005 and 06/16/2005
Was Applicant Present - Yes, on April 6, 2005 pre-application
meeting
5. PROCESSING PROCEDURE: Application Received Complete - May 28, 2005
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Rural
(B) AEC(s) Involved - PTA, EW, and ES
(C) Water Dependent - Yes
(D) Intended Use - Private Community
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Riprap shoreline southeast of project site, vinyl bulkheaded
man-made canal system and lake, building under construction
Planned - Boat ramp with riprap and access, pier, boat lift conveyer
system, upland riprap
(G) Estimated Annual Rate of Erosion - 1.5 feet/year on Little River
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
'PTT T Wn PTT T PT) 414ADF.D SHADED

hi
AEC
i Rock Riprap Boat Ramp,
riprap, & access Vessel Conveyor Pier & elevated
walkway
n
t
(A) Uplands w 440 sq. ft. 890 sq. ft. 230 sq. ft. 440 sq. ft.
(B) High Ground 11,558 sq. ft. 134 sq. ft. 368 sq. ft.
(C) PTA, Estuarine Waters 800 sq. ft. 60 sq. ft. 756 sq. ft.
(D) Total Area Disturbed - 13,688 sq. ft. (0.31 acres)
(E) Primary Nursery Area - No
(F) Water Classification - SC Open - No
FIELD INVESTIGATION REPORT: Carolina Coast and Lakes, The Shores at Lands End
Page 2
8. PROJECT SUMMARY:
As a major permit modification to Major Permit #144-98, the applicant proposes to construct a 10'
x 50' boat ramp with riprap stabilization and concrete approach, 100 additional feet of riprap
stabilization around 404 wetland outflow, community "T" shape pier 118 feet waterward normal
water level (NWL), a 176' x 12' small craft conveyer boat lift system with adjacent 170' x 5' wooden
walkway at the common area on this property. The only current development within the common area
tract is a vinyl bulkheaded man-made canal and lake with small pier and boat ramp, gravel driveway,
and community building that is under construction, all being outside the 75-foot estuarine shoreline
AEC. Other man-made features on the property, but outside the common area, are riprap shoreline,
home, series of manmade canals and ponds with large culverts, dog shed, barn, and gravel roads.
PROJECT SETTING
The location of the proposed development site is within a 616.1-acre tract of farmland that is being
converted to a 251-lot residential subdivision with a common access area, located near the end of New
Hope Road (SR1300) in Drummonds Point of Perquimans County. The development site is located on the
western shoreline of Little River near its mouth at Albemarle Sound. The width of Little River at this
point is 1.372 miles (7,244 feet).
The developer has dedicated a 13.03-acre lot for a community water access area between lots 89 and 122.
The property has an elevation of approximately 12 ft. above NWL that gradually slopes down to the water
and is vegetated with indigenous weeds and grasses. A portion of the approximate 70-acre lake and canal
system with a 20' x 6' pier and 10' x 10' boat ramp, gravel access with cul-de-sac, and community
building, which is under construction, is located outside the 75-foot estuarine shoreline AEC within the
common area. A 404 wetland fringe borders the southeastern and northwestern property lines of the
common area. The northwestern shorelines of the property consist of low banks (0-5 feet) with an
average 2.5-feet wide strandplain sandy beach, while the southwestern shorelines of the property consist
of higher banks (5-10 feet) that are protected with riprap. A total of 18.1 acres of cypress fringe 404
wetlands are intermittently scattered on the property, the majority being adjacent to the common area.
The common area property has an irregular shoreline that is approximately 230 linear feet.
The adjacent property to the north is farmland with an extensive cypress swamp along the shoreline, and
the adjacent property to the west is residential along Soundside Drive adjacent to Albemarle Sound
surrounded by farmland inland to the north. There was no observed presence of submerged aquatic
vegetation or shellfish in the vicinity of the ramp/dock site on June 16, 2005. Reviews of available
information suggest that there are historic grave stones around Stevenson Point; however, there are no
grave stones near the common area, and no other known archeological sites or geologic formations
associated with the applicant's property.
The waters of Little River in this area are classified as SC by the Division of Environmental Management
and are closed to shellfish harvesting.
The water depths at the site range from 1 foot near shore, 2 feet around middle of pier, 2.3 feet at end of
pier, and 3 feet at a distance of 405 feet waterward of NWL, and the bottom is fine sand and silt.
FIELD INVESTIGATION REPORT: Carolina Coast and Lakes, The Shores at Lands End
Page 3
DEVELOPMENT PROPOSAL
In order to provide water access for the interior lots of the subdivision, the applicant proposes to construct
a community boating access area that consists of a 6-foot wide by 110-foot long pier with an 8-foot wide
by 12-foot long "T" platform, a 10-foot wide by 50-foot long concrete boat ramp with riprap
stabilization, a 540-foot long concrete approach to the boat ramp, 100-foot riprap upland and on both
sides of 404 wetland overflow, 176-foot long and 12-foot wide small vessel conveyor system with 4 pilons
of the system being in the water spaced 30 feet long by 12 feet wide with a 172-foot long and 6-foot wide
tapered to 3.5-foot wide wooden elevated walkway to NWL adjacent to conveyor system. There is no
request for restrooms, gasoline, sewage pumpout, dredging, or 404 wetland disturbance with this
development proposal.
The applicant indicates that approximately 6.1 cubic yards of riprap stabilization, 12 cubic yards of dirt
fill material for the ramp foundation, and 2.68 cubic yards precast concrete will be required below the
normal water level, and 7.2 cubic yards of dirt fill material will be required for the ramp foundation in the
upland area.
The "T" pier structure will not have mooring slips and is setback 84 feet from the nearest property line to
the southeast.
ANTICIPATED IMPACTS
The proposed pier will project approximately 118 feet out into Little River, and will shade approximately
756 square feet of Public Trust Area (PTA) and Estuarine Waters (EW) Areas of Environmental Concern
(AEC). The elevated wooden walkway adjoining the pier and adjacent to the vessel conveyor system will
shade 440 square feet of uplands within the Estuarine Shoreline (ES) AEC and 368 square feet of high
ground outside the ES AEC.
The proposed boat`ramp, associated dirt fill and shoreline riprap stabilization required for construction
will result in approximately 800 square feet of PTA, EW AEC being filled, and approximately 890 square
feet of uplands within the ES AEC being filled by the boat ramp, dirt fill, riprap, and a portion of the
concrete access. Approximately 11,558 square feet of high ground will be filled by the remaining concrete
boat ramp access and turn around area. This constitutes 5.72 % of impervious surface coverage within
the estuarine shoreline AEC.
The proposed 100 linear feet of riprap along the overflow slopes of the 404 wetland area will fill
approximately 440 square feet of uplands within the ES AEC and will not be placed in the PTA, EW
AEC.
The proposed small vessel conveyor system will project approximately 30 feet out into Little River, and
the steel beams will shade approximately 60 square feet of PTA, EW AEC, 230 square feet of uplands
within the ES AEC, 74 square feet of high ground outside the AEC, and 60 square feet of high ground
outside the AEC and over the manmade canal.
FIELD INVESTIGATION REPORT: Carolina Coast and Lakes, The Shores at Lands End
Page 4
It is anticipated that approximately 21,000 square feet of ES AEC will be graded and seeded in the
common area. Boating activity will increase in this area resulting in a possible increase in water
turbidity, and may result in toxicants from hull paint and maintenance products to accumulate in the
sediment near the boat slips. This will be the first pier along this shoreline. There are no expected
navigational impacts due to the pier structure.
Temporary water turbidity will occur during construction.
Submitted by: Kimberly A. Hedrick
Date: 06/30/2005
MAJOR PERMIT FEE MATRIX
Applicant: Carolina Coast & Lakes: Shores at Lands End
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private or Public or
® Commercial Development $250 100%($250) 0%($0)
as a major modification to
an existin permit.
II. Public or commercial
Ej development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A.
B, C, or D below applies.
III(A). For Private non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
Ej Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
E:] Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
El involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

ENVIRONMENTAL PROFESSIONALS, INC. 2 9
P.O. BOX 3368 252-441-0739
KILL DEVIL I I US, NC 27948
Date Q '66-19/530 NC
Pay to the 4701
Orderof Ai ®K&1Z.. I
5 OU
Bankof America. Dollars
• L,-:0S3000&CJC,,: 5 40MV7C yL. rn "
3 -/ {'c? Cccrll?rn CiEr?aLu?cMS
000 6t,
7017007118
2139

r

C
4 Y
%r;.n
CAMA Major Narrative
"The Shores at Lands End"`
A Carolina Coast and Lakes Residential Subdivision
PROPERTY: 616.1 acres waterfront on the Little River and Albemarle Sound
18.1 acres of 404 wetlands
70 +/- acre lake
Existing Residential Subdivision with many lots currently under other ownership or
under a purchase contract.
PROJECT AREA: only the 13.03 Acre C031,410NAREA
Located on the Little River Shoreline between lots 89 and 122 only
Almost all other waterfront lots and areas within the CAMA AEC have been sold or are
under contract prior to this application. The developer will have no legal rights or control
over the majority of these lots by the time this permit might be issued by the Division of
Coastal Management.
PROPERTY:
is 616.1 acre property r sPoint peninsula?and ?ssah}ect'°high -"
wind and wave energy due to the large fetch from both the Little River and Albemarle Sound. The
nearshore environment is characterized by a broad non-vegetated shallow water shelf extending an average
of 400 feet out into the Albemarle Sound and Little River. The shallow water in and of itself limits the
type of craft that will be able to access the property.
PROJECT HISTORY :
The shoreline stabilization by rip rap ( reference existing CAMA Major #144-98) was completed in April
2005. This stabilization curtailed the shoreline erosion occurring at a rate of approximately 4.7 feet per year
on the (Albemarle Sound shoreline) and 1-2 foot per year on the Little River shoreline (Source-USDA
Shoreline Erosion Inventory). Approximately 17 acres of shoreline was lost on the Albemarle Sound
shoreline in the 31 year period between 1944 and 1975 alone (144 feet landward movement on 5,328 LF
shoreline). During this 31 year period ALONE, approximately 150,000 CY of sediment has been
introduced into the estuarine waters of the Albemarle Sound along this portion of the shoreline. The
completed rip rap stabilization by Carolina Coast & Lakes of the shoreline will serve to stem the rapid
erosion, thereby protecting estuarine waters from sedimentation, turbidity and fill.
The applicant is also in continual process of seeding and stabilizing the disturbed areas and upland portions
of the agricultural lands within the 75 ft AEC (under CAMA Major 144-98) to stabilize the shoreline and
end the turbidity, siltation and sedimentation of the surface waters adjacent to the shoreline. The
conversion of the agricultural lands into vegetated residential lawns will limit land disturbance within the
75 ft AEC to permitable uses and allow the future land disturbance activities to be controlled under the
Division of Coastal Management Program. This will abate future wind and water erosion of topsoil
occurring from previous biannual plowing and tilling of fields within the AEC, adjacent uplands.
Extensive portions of the property were formerly sloughing off into the estuarine waters, causing frequent
extensive turbidity events leading to siltation and sedimentation of the estuarine waters and causing
extensive turbidity plumes within the Little River and Albemarle Sound prior to its stabilization by rip rap.
'r
j Cl "J
Y
LAKE
A 70+/- acre private lake has been excavated entirely in uplands. This private lake will serve to provide a
recreational area for the lots of the subdivision adjoining the canal. This lake will be stocked with bluegills
and Largemouth Bass once water clarity settles out from the original excavation.
This lake will be self-contained and not connected to surface waters. This lake was designed and has been
modeled studied using HEC RAS stormwater computer programs. This was required by Dwayne Hinson of
the Pasquotank/Perquimans/ Camden County Soil and Water Conservation Office prior to its construction.
The lake has been designed from it conception to contain and filter all stormwater runoff from this
subdivision as could be feasibly drained into this lake. In addition to containing the runoff from the subject
property, offsite runoff that is currently draining through the existing ditch system traversing this property
will be stored and treated in the lake system.
WETLANDS:
NO 404 WETLAND IMPACTS PROPOSED.
The site was investigated for the presence of 404 wetlands were delineated by Kendall Turnage (during
October 5-16, 2003) and the wetland alignment was confirmed and documented by the US Army Corps of
Engineers on December 11, 2003. No Coastal Wetlands were claimed on the site by the Division of
Coastal Management in November of 2003.
DREDGING: No excavation or dredging in estuarine waters will be required by the project as proposed.
The developer does not propose or desire to dredge any areas of the Little River or
Albemarle Sound as maintenance will be a long term, costly and futile prospect. It is
fully disclosed to potential property owners that the nearshore environment is very
shallow.
PROPOSED ACTIVITIES:
Boat Ramp Facility 10' X 50' X 0.33'precast concrete boat ramp in Little River (22' X 10'X 0.33'in
water)
Intended to serve shallow draft vessels (since only shallow draft vessels will be able to navigate
within 400 feet of the common shoreline)
FILL: JX.68 CY concrete fill below NWL
12 CY Earthen (sand/silt) fill below NWL to support concrete
13,442 SF Concrete boat ramp approach will be constructed to access boat ramp
(673 SF within AEC)
**See Boat Ramp Detail sheet
2. Rock Rip Rap 65 Linear Feet of Rip rap shoreline protection to protect side of boat ramp and
100 Linear feet will be employed on highground to armor the intermittent overflow outlet slopes of the
404 wetland area just southeast of the boat ramp (see plat)
**See Rip Rap detail sheet
s
3. Courtesy Pier/Dock 110 ft X 6 ft wide elevated slatted wooden pier over water
with 8 ft X 12 ft T-head
Slips proposed : NONE, Day dock only
**See Courtesy Pier/Dock Detail Sheet
4. Small Craft Conveyor System: from man made private lake to the Little River
176 ft X 12 ft small craft boat lift and conveyor system
(30 ft of which is a boat lift area over the water of the little river and another 30 ft of which is a
boat lift over the man made lake)
(**See construction details by Whitehurst Drafting and Design in plat package)
Impacts in Public Trust: Four 30 ft X 1.5 ft wood pilings in the Little River
Two 30 feet X lft wide steel beams will be suspended on these pilings over the public trust waters.
(Two of which will also serve to as courtesy pier/dock pilings.)
Impacts outside the public trust on uplands: Four wooden 30 ft X 1.5 ft pilings in the 30 ft
buffer, Twelve 2 ft X 2 ft X 2 ft concrete bases (all landward of the 30 ft buffer), twelve
steel pilons on these bases, Four 30 ft X 1.5 ft wooden pilings in the man made lake, Two
176 LF X 1 ft welded steel channel beams for wheel system, and one boat lift system
with nylon straps.
LAND DISTURBANCE
The remaining uplands will be either covered by lawns homes or roadways, almost the entire upland
portions of the site have been under agriculture for at least a minimum of the last one hundred years. By
stabilizing the shoreline, the applicant has ceased the previously unchecked erosion along the immediate
shoreline. The NC Division of Land. Resources has an approved Sedimentation and Erosion Control Plan
for this site. If the perms does not cover this area then this area will be added as a modification to the-plan..
Kendall Turnage
Environmental Professionals, Inc.
5/02/05
Form DCM-MP-1
APPLILCATION
(To be completed by all applicants)
{PRIVATE}
1. APPLICANT
a. Landowner:
b. City, town, community or landmark
New Hope, NC
c. Street address or secondary road number
New Hope Road. NCSR #1300
Name Carolina Coast & Lakes
Address PO Box 370
City Hertford State NC
Zip 27944 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) "The Shores at Lands End"
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Perquimans County
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Little River and Albemarle Sound
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.
Concrete Boat Ramp and protective rip rap concrete
boat ramp access, wooden courtesy dock/pier, boat
lift /small vessel conveyor system, rip rap shoreline
stabilization on highground
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private/Community
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. SEE NARRATIVE
a. County Perquiman
Form DCM-MP-1
APPLICA'T'ION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 616.1 acres
b. Size of individual lot(s) Avg: 2.45 acres
c. Approximate elevation of tract above MHW or NWL
0-12 ft
d. Soil type(s) and texture(s) of tract
Silt loam and fine sandy loam
e. Vegetation on tract quercus falcata, taxodium
distichum, Liquidambar sMaciflua, , pinus taeda,
f. Man-made features now on tract rip rap, home,
bulkhead, pond, dog shed, barn, lake, gavel road,
culverts, community building (under construction)
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
Residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No

1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other X (404 wetlands)
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) Attached
m. Describe existing wastewater treatment facilities.
One existing septic system
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.) Surface runoff,
pre-cast concrete boat ramp
o. Describe existing drinking water supply source.
Perquimans County water system
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
0 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.
O An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I V white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Form DCM-MP-1
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
OA Stormwater Certification, if one is necessary.
GA 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 Graystone Ear, Nose and Throat
Address PO Box 3440 Atlantic Beach NC 28512
Phone
Name Mary T Wood Margaret Taylor
Address 1336 Westover Ave. Norfolk, VA 23507
Phone
0 A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Major # 144-98
NCDLR# 2004-003
O 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
p?f?!i tI
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 2nd day of May , 2005.
Print Name Ale.(" Tk rn a e
Signature
4vnds»we-or Authorized Agen
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 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.
Form DCNI -NIP-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.
Average Final
Existing Project
r nnorh Width Depth Depth
Access
Channel
(MLW)
(NWT.)
Canal
Boat
Basin
Boat
Ramp
Rock
Groin
N/A ----- ------- ------
N/A ---___
N/A ------ ----- -------
s0 10
2.3
2.3
N/A ----- ------- ----
165 TOTAL
(see plat)_ I !t min
14 Ct max
(see plat) Varies per
plan see
plat and
detail Varies per
plan see
plat and
detail
N/A
01
Rock (rip rap)
Along ramp and of
Highground
Other
(Excluding
shoreline
stabilization)

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands? Yes X No N/A
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No N/A
If yes, where? N/A
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands? N/A
Yes X No
f. Does the disposal include any area in the water?
Yes X No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length
165 Total L F
c. Average distance waterward of MHW or NWL
5 ft
d. Maximum distance waterward of MHW or NWL
35 ft (portion on Northwest side of ramp)
e. Shoreline erosion during preceding 12 months
.25 ft
(Source of
information) Applicant

I , "1 11 11- D.
X Yes No'
If yes,
(1) Amount of material to be placed in the
water 2.68 CY Precast Concrete and 12 CY sand/silt
(2) Dimensions of fill area 50` x 10'x 0.33'
concrete
27' x 10'x 1.0' sand/silt
(3) Purpose of fill Concrete for Boat ramp surface
And sand/silt for boat ramp support base
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
N/A no excavated material
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Dump truck and long arm excavator
f, Type of bulkhead or riprap material
Clean granite rock
c.
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 6.1 CY (66' X 4' X 1.33')
(2) Bulkhead fill N/A
h. Type of fill material Clean granite rock
I. Source of fill material Approved
qpArry
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Shores at Lands End
Applicant or Project Name
,lc?e?
Signature
Date
Revised 03/95
Form DC11I-MP-3
UPLAND
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.
Community building (under construction), boat ramp,
concrete boat ramp access, 27.5 ft X 6 ft wood walk on
uplands, 146' X 4 ft wood walk, 146' X 12' small vessel
conveyor system
b. Number of lots or parcels 251 plus three common areas
c. Density (give the number of residential units and the units
per acre) 251 lots on 616.1 acres
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 250 acres
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 submitted to
the Division of Land Resources? X Yes No
If Yes, date submitted Approved 6/15/04
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Concrete boat ramp and access ,Asphalt Roads
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. 5.72
percent"
*project area only
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 review?
Yes X No
qtr;

If yes, date submitted
1V/A
i. Describe proposed method of sewage disposal.
No septic systems requested or authorized by this
application or permit within the AEC
j. Have the facilities described in Item i. above received
state or local approval? N/A
(Attach appropriate documentation)
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).
Pre-cast concrete boat ramp, surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Perquimans County Water System
m. Will water be impounded? X Yes _ No
If yes, how many acres? Existing 70 ac lake
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
Shor[S f4+ "#.df Eoo(
Applicant or Proiect Name
Signs?^ /!>S-
Date
Form DCM-MP-4
STRUCTUR'E7S
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e.
Form DCM-MP-I. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial Private _ Community X
(2) Number 1
(3) Length 110 ft
(4) Width 6 ft
(5) Finger Piers Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 8 ft
(iii) Width 12 ft
(7) Number of slips proposed None
(8) Proximity of structure to adjacent riparian property
lines EXTERNAL ADJ RIPARIAN OWNERS
GRAYSTONE - 6,213 feet
WOOD-3,986feet (overland) probably
Along NWL approx. 9, 500 feet
INTERNAL LOTS
Lot 89-114 feet Lot 122-84 ft
(9) Width of water body 1.372 miles
(10) Water depth at waterward end of pier at MLW or
NWL 2.3 ft
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or
wetlands

Mooring buoys N/A
(1) Commercial _ Private _ Community
(2) Number N/A.
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4)
(5)
Width of water body N/A
Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial X Community Private
(2) Number I boat lift
(3) Length 30 ft
(4) Width 12 ft
g. Other (Give complete description)
N/A
Shores at Lands End
Applicant of Project Name
6 Z4
Signature
Date /
(3) Maximum distance beyond MHW, NWL or
wetlands
Cn m 0 n Cn
?•? ?O
O;u
-L: ..

NCDD r-
m
Z(n
o=
-, DD
n -I
,
?° --j ?ZZ
cD m -?
cn

cnl
N ?
m
o w
vo ?Z
?v
M

D W
D o CD
Q A
(D N
O
?C2
=x
? N
'0 C
51-0
-n "n O
o
,0m
?Z

0
O
C
?C7
m
C?
ml
r

s
r

mo 0
co S. r :70
maaZOr?
rcmZaO?
=ZnO?pcZn
mm 0
:70 00
z? om
0Z.-
0 a
ao co
Zmmz
-I IT1 -n 'T'
Z o ?
?m
?m
ma
ZO
O
,y O
oa
rrlr
G) m
Zy
z?
o?
om
m
y?
Z 0v
O<
Cnm0 00cn
'- DOX
1
55
O
!Z
_,
?
ii ?
m
ADD
N
C-)zp 0 -I
MOZ
? -U ?
-0 -10
'0 ?°
m N
CJ7
D Z
?
n --I
C

vi Om
z Cl)
z

D
r
cn
z
0
x
Cn
z
z
r
cu
C
r
2
D
0
EEz
w P- o
(rt D ? 0
E P- 0
w ?
h rr H
a?f (D
(D rh
o lD
0t3'
rr w
n
m3'?"u
(D 1 t 1m
V
ztr`?
? C '17
r?,n
Ft O
(D ?o
o
o (D
" Cl
O?
O
Z
G)
co
r%) O
Z
x
N ?
xm
?r
z
Cl)
c
u
-I

D -
Z
D i'i?^.j'''
O
z
m
0
C/) Pi u
am
?v
P
P
v
w
0 O mfr
p
1'J
r
V
r
m
m I`
L-1
0
O
S
mD-mj5 -8
/ 0
?z?
moo
>z
m-=
Dz=
F M G)
?c o
cn z
m0
D
r
O
G
a N
`-; ? -<
o- o m
0
m
3 co
CD
Q. _o
cn c
cr c"o
cn Q.
v o
?o
(A
-n m
;m
D?
?r
_z
om
z o0
0
0
m
Cl)
0
m
D 0
m0
mz
Om
=m
O
u
0
X
w
0
C)
O
z
C)
m
-q
m
ED
D
cnrno ocn
r- O

"Oz O
H
r, m
ii z
? D D Cl)
oz 0
Dz
- Cf
)0
u 90
O ?0
rn
cn D
0--l
zm

Cl)?
0
Z
C-n
n

W
O
3
v
m
a
r
T ;
n
r,.
`i

O
M
O
-mI
X
M
D
cu
x
0
z
>
M°
---- z?
9z
M
Z y
--i
MEMO
oozD ow
D=
D• <--i
m o O0
O?
-? Z N _m
Z fn
ii Kc" DD
zUl
0?
D
v cA z
0
? 1
90 W
Oz F
o
mA m
CJ) -i Cf)
O
Z
D

r
Cf)
A
O m
za)
00
D--l
D "l7
?v
?m
D
r
-n
(D
CCD
U)
M
O
i
m
X
r
M
D
co
D
z
v
c.
<?
M
O
M
a
M
v
T
z
Cf) X
O-0
;?
MT
r
z D
m t-
0
z
O
r
m
m
X
R.
-i-

S0 '? t7 a?IGE'

n
(7
II

cn f l
m

o?
2
n 9 ? N ?
ma
O A

? ?N
gs
A
? A
A
2
2
8
T •?
n

Sx
yH
J

N
N
n
N

N
JA 8 0

?x
z,
ppA %
2q
D =
m
C
:L7
U)
--i
5
(n
m D
O ?
H
D
z
u
0
o m
N
.. G7
Z
N
O
(j1
O
cf)
D
r
r n
D
CD K 2 Cf)
OD DO
?70
n>?
Oz O D
< U --1
m D r-
-< -p D
O Dz
cn n m
L f) - Q
O
mz
0
M
D
r
L4 rz,
i
-?
°5
i
?j
°s
t