20060592 Ver 3_CAMA Application_20061027

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NCDENR
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
October 25, 2006
MEMORANDUM: D ~ ~~
TO: Cyndi Karoly
Environmental Biological Supervisor O C T 2 Z 2006
Division of Water Quality nENR _ WATER ~uA~lrr
WETLANDS AND STORte1WATER BRANCH
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Chapman Lumber Company, "Old Oaks at Belle Isle"
Project Location: off SR 1245, Bells Island Road, Bells Island, Currituck County
Proposed Project: Construct riprap, boat ramp, docks and dredging of existing boat basin
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 11/~15%06~ td"400 Commerce°Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Frank Jennings 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

r DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Chapman Lumber Company, "Old Oaks at Belle Isle"
2. LOCATION OF PROJECT SITE: off SR 1245, Bells Island Road, Bells Island, Currituck
County and on the Currituck Sound.
Photo Index - 2006: 194-7111 (Q 8, 9) (R 9) (S 9, 10)
2000: 194-2333 (Q 9) (R S 9, 10) 1984: 127-687 (P 7-8) (Q 8)
State Plane Coordinates - X: 2891200 Y: 989600 GPS: E102015A
Barco, NC Lower Left
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/28/06, 10/20/06
Was Applicant Present - No, No
5. PROCESSING PROCEDURE: Application Received Complete - 09/15/06
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Currituck County
Land Classification From LUP -
(B) AEC(s) Involved: PTA, EW and ES `
(C) Water Dependent: Yes
(D) Intended Use: Private residential
(E) Wastewater Treatment: Existing -Septic drain field for existing house
Planned -Individual, county approved, septic drain system
(F) Type of Structures: Existing -Old homestead with outbuildings, piers, boathouse,
riprap and new single-family dwelling and roadway
Planned - Riprap, boat ramp, docks and dredging
(G) Estimated Annual Rate of Erosion: 2 feet
Source -Applicant
7. HABITAT DESCRIPTION: [AREA]
nR Fnr.Fn FTT .T .F.T) OTHER
(A) PTA, EW
Shallow Water Habitat
13,500 sf
1,566 sf riprap
240 sf boat ramp
775 sf
shading
(B) ES Upland 3,169 sf riprap 2,455 sf
240 sf boat ramp land disturbance
3,636 sf gravel for
boat ram
(C) Upland outside AEC 865 sf gravel for 41,859 sf
boat ramp land disturbance
7,200 sf spoil site

Chapman Lumber Company
"Old Oaks at Belle Isle"
Page 2
(D) Total Area Disturbed: 75,505 sf (1.733 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to dredge an existing boat basin, construct a
boat ramp, construct a day dock and courtesy pier, construct shoreline riprap and replenish
existing riprap and to remove old buildings and sheds.
Project Setting
The site of the proposed development is an 87+ acre tract located in the northeastern area of Bells
Island, Currituck County and on the Currituck Sound. The property is accessible by a paved
roadway off the north side of SR 1245, Bell Island Road. It is the first driveway on the left
entering Bells Island and is marked with an "Old Oaks" subdivision sign.
Approximately 72 acres of the property is a salt marsh vegetated with Juncus roemerianus,
Spartina patens, Spartina cynosuroides and Typha, with common reed, wax myrtle and sea myrtle
along fringe areas. The remaining 15 acres are uplands and are located at the south end of the
property. This area is vegetated with pine, live oak, willow, wax myrtle and indigenous grasses.
The upland area has an elevation that varies from 3-6 feet above normal water level (NWL).
The property was once a homestead and man-made features on the property include an abandoned
house, garages, sheds, barns, a 6'x250' pier with an enclosed boathouse, approximately 600 feet of
"riprap along the shoreline south of the old house, a 4'x50' pier in this area, two ponds, a basin,
350' long, 40' to 60' wide and 1-3 feet deep (below NWL) that is connected to the Currituck Sound
and several unconsolidated and failing shoreline stabilization structures (i.e. jetties, pilings with
tires, riprap, relic bulkhead) along the shoreline north of the old house.
New development on the property consists of an asphalt access road and asingle-family dwelling
located adjacent to the south of the basin.
The property has approximately 1,500 linear feet of shoreline along the upland area and
approximately 5,000 linear feet of shoreline along the salt marsh wetland area.
The adjacent riparian property to the northwest is a salt marsh and the adjacent riparian property to
the southeast is a subdivision for single-family residences.
The waters of Currituck Sound in this area are classified as SC and are closed to shellfish taking.
Submerged aquatic vegetation consisting of milfoil and widgeon grass was observed in the basin
area. The bottom material in the basin is soft sand/silt and there are two sand bars opposite each
other midway of the basin. The near shore water depths at the mouth of the basin range from 2' to
2-3/4' below NWL. The property has been subdivided into 13 lots for single-family dwellings.

r
Chapman Lumber Company
"Old Oaks at Belle Isle"
Page 3
NC Division of Water Quality (DWQ) Stormwater permit no. SW 7051129 dated January 6, 2006
has been issued for development at this site. NC Division of Land Quality (DLQ) Erosion and
Sedimentation Control Plan No.: Curri-2006-013 dated December 20, 2005 has been issued for
development at this site. North Carolina archeological site Currituck #30 is located on this
property.
Development Proposal
In order to prevent erosion and stabilize the shoreline, the applicant proposes to place new riprap
along areas of the shoreline that are void of riprap. One area is located 40 feet north of the existing
pier and boathouse and is 113.5 feet in length. The second area is located 220 feet north of the pier
and is 41 feet in length. In both areas, the proposed riprap will be placed 5 feet waterward of
NWL. The applicant proposes to create a mound of riprap to cover the existing erosion escarpment
resulting in a total width of approximately 14 feet along the shoreline. The third area is located
along the canal, southeastern shoreline. The applicant proposes to place 107.61inear feet of riprap
along the shoreline near the mouth of the canal. The applicant proposes a 3-foot wide footprint of
riprap below NWL and a 3-foot wide footprint on the shoreline. The applicant proposes to backfill
two eroded areas along the canal shoreline as part of the stabilization project. The total area of
proposed fill is 55 square feet of canal bottom.
The applicant proposes to redress 208 linear feet of existing riprap and extend the existing footprint
from approximately 3 feet forward of NWL to 5 feet forward of NWL. A 4-foot wide base will be
established landward along the shoreline.
In order to provide boating access for the subdivision, the applicant proposes to construct a
concrete boat ramp 12 feet wide and 40 feet long at the head end of the basin. The applicant
proposes to construct a 4,501-square foot gravel backing and turning access for the proposed boat
ramp. The boat ramp will have a 6'-wide and 44'-long courtesy dock along the ramps' west side
and the applicant proposes to construct a 4'-wide and 127.7' long day dock or holding dock
adjacent to the canal shoreline and next to the east side of the proposed boat ramp.
The applicant proposes to dredge the existing boat basin and the channel area at the mouth of the
basin to a depth of 2.7 feet below NWL. The proposed area of disturbance is approximately 30
feet wide and 450 feet long. This includes the area of the two sand bars in the basin,
approximately 345 square feet. The applicant proposes to contain the estimated 374.7 cubic yards
of spoil material in a 120-foot by 60-foot temporary spoil disposable area on the property. The
outfall pipe for the spoil disposal area will be directed to the boat basin.
The applicant proposes to remove several existing structures that were the old homestead. This
activity will result in land disturbance of approximately 44,314 square feet. The applicant also
proposes a general cleanup of the shoreline to remove existing tires.

Chapman Lumber Company
"Old Oaks at Belle Isle"
Page 4
Anticipated Impacts
The placement of new riprap will result in the filling of 1,150 square feet of Public Trust Area (PTA)
and Estuarine Waters (EW) Areas of Environmental Concern (AECs) as well as the fill of 1,713 square
feet of Estuarine Shoreline (ES) AEC. Approximately 19 cubic yards of riprap material will be placed
below NWL. The placement of new riprap over old will result in the filling of 416 square feet of
PTA, EW AECs and 1,456 square feet of ES AEC. Approximately 13 cubic yards of riprap material
will be placed below NWL.
The construction of the boat ramp will result in the filling of 240 square feet of PTA, EW AECs and
240 square feet of ES AEC. The gravel vehicle access to the boat ramp will result in the filling of
3,636 square feet of ES AEC and 865 square feet outside the ES AEC. The construction of the
courtesy pier and day dock will result in the shading of 775 square feet of PTA, EW AECs basin
bottom.
The proposed dredging will result in bottom disturbance of approximately 13,500 square feet of PTA,
EW AECs basin bottom and entrance area in the Currituck Sound. Approximately 375 cubic yards of
soft bottom material will be removed and deposited in the 120' by 60'-spoil disposal area located
outside of any AEC.
The removal of the existing abandoned structures will result in land disturbance of 2,455 square feet of
ES AEC and 41,859 square feet outside of any AEC.
Removal of the existing tires will result in slight disturbance of the near shore area.
Temporary water turbidity will occur during construction and dredging. The existing shallow water
depths and the proposed final water depth of 2.7 feet below NWL will require intense monitoring while
the work is underway to prevent over dredging.
Submitted by: Frank A. Jennings, III
Date: 10/23/06

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CAMA MAJOR NARRATIVE
Old Oaks at Belle Isle
APPLICATION SPONSOR -
Attn: Mr. Bill Chapman
19585 Fullers Mill Rd.
Boykins, VA 23827
Co -APPLICANTS -
Kenneth G. Rhodes
and Sharon M. Rhodes
775 Hillwell Rd.
Chesapeake, VA 23322
SITE LOCATION -
Located at Bells Island, North Carolina. The approximately
87.72-acre subject site is off SR 1245, Bells Island Road. Access to SR 1245 is from
Hwy 168 in Currituck County, NC. Please see vicinity map attached.
The Applicant holds title to Lots 2 through 13 of the existing subdivision. Lot 1 is
currently owned by Kenneth G., and Sharon M. Rhodes. The Rhodes' are considered to
be co-applicants for the actions proposed herein (Letter of Authority and copy of deed
enclosed). The subject property is subdivided into thirteen lots and shoreline areas are
consistently subjected to boat-wake and wind-driven wave action with subsequent
erosion. The purpose of the proposed action is to increase the effectiveness of the
existing shoreline protection measures and to create one continuous line of protection on
the Currituck Sound shoreline of the subject site
In order to:
• promote and provide community recreational opportunities.
• provide small boat access to adjacent waters
• improve and enhance existing shoreline protection measures
The proposed site amenities associated with these actions will provide erosion protection
for the applicants' property while successfully avoiding coastal wetland impacts. These
improvements will allow site owners and residents to better utilize the waterfront and
area waters. In order to enhance the property and reduce property damage caused by
erosion, the applicant proposes rip-rap placement, dredging, backfill and construction as
follows within the AEC:
• Placement of 262.1 LF new riprap
• Redress a total of 208.5 LF of existing riprap

LAMA MAJOR NARRATIVE (cont.)
Old Oaks at Belle Isle
• Excavation of 10.8 CY of highground for boat ramp
• Install a 12ft X 40 ft concrete boat ramp
• Install a gravel Boat & Trailer Maneuvering Area at boat ramp access
• Construct two, raised, wood-slat docks for temporary usage at boat ramp
• Dredge a 30 ft X 100 ft access channel
• Dredge portion of the existing canal (tota1350 ft X 30 ft), connecting to access
channel
• Establish an upland dredge spoil disposal and dewatering area on Lot 6
• Remove the 7 existing structures on lots 8, 9, and 10
• Remove tires on shoreline at Lot 7 for proper disposal
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Please see attached Narrative Calculations, Site Plans, and Cross Sections for details
of the actions listed above.

Old Oaks at Belle Isle
Calculations as appendix to CAMA MAJOR NARRATIVE ~~
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APPLICANT -Sponsor
Attn Mr. Bill Chapman ~, ~.~p ~ ~ ?OCf~
19585 Fullers Mill Rd. ~~gsTA~
Boykins, VA 23827 ~'~~ZA~~y,~~ Ei~~.~
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Co -APPLICANTS -
Kenneth G. Rhodes
and Sharon M. Rhodes
775 Hillwell Rd.
Chesapeake, VA 23322
SITE LOCATION -Located at Bells Island, North Carolina. The approximately
23-acre subject site is off SR 1245, Bells Island Road. Access to SR 1245 is from
Hwy 168 in Currituck County, NC. Please see vicinity map attached.
The Applicant holds title to Lots 2 through 13 of the existing subdivision. Lot 1 is
currently owned by Kenneth G., and Sharon M. Rhodes. The Rhodes' are considered to
be co-applicants for the actions proposed herein (Letter of Authority and copy of deed
enclosed). In order to enhance the property and reduce property damage caused by
erosion, the applicant proposes rip-rap placement, dredging, backfill and construction.
Calculations as follows within the AEC:
•Placement of new ripraU -
107.6 LF rip-rap at Lot 1, on the southeastern shoreline of canal; see representative
cross-section #1 for detail
3 'Width at NWL= 3 ft X.3 ft ave depth X 107.6 LF = 96.8 CF/27= 3.6 CY below NWL
3' Width above NWLX 1.0 ft high ave X 107.6 LF =322.8 CF/27 = 11.9 CY above NWL
=15.6 CY total
Backfill of approximate tota155 sf area behindrip-rap on Lot 1 to soften 2.5 ft erosion
escarpment -see representative cross-section #2 for detail
aft base X .3 ft ave depth below NWL X 15 ft length =13.Scf /27 = 0.5 CY fill below NWL
2.5 ft base X 1.3 ft ave above NWL X 15 ft length = 48.75 cf/27 = 1.8 CY fill above NWL
= 2.3 CY
X 2 for two areas at canal shoreline for Lot 1= 4.6 CY total

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Dld Oaks at Belle Isle ~ ~ 2006
Calculations as appendix to CAMA MAJOR NARRATIVE (Cont.) "~~,7'ql
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41 LF + 113.5 LF =154.5 LF new rip-rap at Currituck Sound shoreline behind existing
remnant breakwater/bulkhead; see representative cross-section #3 for detail
5 'Width at NWL= Sft X .5 ft ave depth X 154.5 LF = 386.25 CF/27=14.3 CY below
NWL
9' Width X 2 ft high (ave) X 154.5 LF = 2781 CF /27 = 103 CY above
NWL
117.3 CY total
•Placement of redressing on existing riprap -see representative cross-section # 4 for
detail
Redress 2 areas, 131 LF and 77 LF on eastern shorelines of Lot 1 and Lot 6 for a total
of 208 LF of redress of existing riprap behind existing concrete bulkhead; see
representative cross-section #4 for detail
5 'Width at NWL= Sft X .5 ft ave depth X 208 LF = 520 CF/27= 19.26 CY below NWL
Minus existingrip-rap below NWL comprised of
3' wide base at NWL= 3 X .3 ave depth X 208 LF =187.2 CF /27 = 6.93 CY below NWL
=12.33 CY total below NWL
4' width above NWL = 4 X 2.2 ft ave above NWL X 208 LF =1830.4 CF/27 = 67.8 CY
Minus existing rip-rap above NWL comprised of
2' base X .77 ave above NWL X 208 LF = 320.3 CF/27 = 11.86 CY
= 55.94 CY total above NWL
• Install concrete boat ramp at end of canal (480 sf on plan) see cross-section # 5 for
detail
40ft X 12ft or 480 sf total, 3- inch thick concrete boat ramp (4.44 CY below NWL; 4.44
CY above NWL). Includes 10. 8 CY of highground excavation at area above NWL for
ramp construction.
• Install Gravel Boat & Trailer Maneuvering Area at boat ramp access
3,636 sf AEC impact out of a total of 4501 sf.

• ire
J Old Oaks at Belle Isle ~~~ ~ ~ ZOOo
Calculations as appendix to LAMA MAJOR NARRATIVE (Cont.) ~~~ASTtiL ~AwAG
~Ll,~1iB'~Tf-f C ~~~~
• Construct two, raised, wood-slat docks for temporary usage at boat ramp; on plan
44 ft X 6 ft (264 sf) at northern edge of boat ramp
127.7 ft X 4 ft (510.8 sf) day dock on southern canal shoreline.
• Dredge a 30 ft X 100 ft access channel; Channel depth to be 2.7 ft
Average depth was determined in sections, ranging from 1.7 ft below NWL to 2.7 ft
below NWL.
2.5 to 2.7 [end of access channel] = 2.6 ave. _ .l ft depth X 25 ft length X 30 width =
75 cu ft
2.0 to 2.5 = 2.25 ave. _ .45 X 23 X 30 = 310.5
2.0 to 2.0 = 2.0 ave = .7 X 27 X 30 = 567
1.7 to 2.0 = 1.85 ave = .85 X 25 X 30 = 637.5
Access Channel Total = 1590 cu ft / 27= 58.8 CY total
• Excavate and dredge two upland portions of the canal (tota1173 plus 172 SF = 345
sf) from 1 ft above NWL to 2.7 ft below.
345 sf X 1 ft excavation = 345/27 =12.78
345 sf X 2.7 ft dredging below NWL = 931.5 CF /27 = 34.5
345 sf X 3.7 ft =1276.5 cf /27 =TOTAL 47.28 CY
• Dredge the existing basin and canal (tota1350 ft X 30 ft)
Cross sections 8 sections. Average depths range from 1.07 ft below NWL to 2.5 ft below
NWL.
1.5 to 1.7 = 1.6 ave = 1.1 X 20 X 30 = 660/27 = 24.4 CU
2.0 to 1.5 = 1.75 ave = 0.95 X 35 X 30 = 997.5/27 = 36.9
1.15 to 2.0 =1.6 ave = 1.1 X 55 X 30 = 1815/27= 67.2
l.Oto 1.15 = 1.07 ave = 1.63XSOX*lOft= 815/27=30.2
* area of upland excavation and dredging; calculations for this area are
presented above
2.23 to 1 = 1.62 ave
2.5 to 2.23=2.4ave
2.0 to 2.5 = 2.25 ave
3.0 to 2.0 = 2.5 ave
=1.09 XSOX30 = 1635/27=60.6
=0.3 X40X30 =360 /27= 13.3
_ .45 X 50 X 30 = 675 / 27 = 25
= 0.2X50 X30 = 300/27=11.1
Approximate total CY to be dredged below NWL from canal = 268.7 CY

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Old Oaks at Belle Isle ~~~qSr 2pQg
Calculations as appendix to CAMA MAJOR NARRATIVE (Cont.) I~~J%~~ ~ ~ ~i~n~...
• Establish an upland dredge spoil disposal and dewatering area on Lot 6;
Create an earthen dike around an area on Lot 6 for holding dredge spoil (approximately 120
X 60 feet).
• Raze /remove the 7 existing structures on lots 8, 9, and 10.
total land disturbance = 44,314 sf with 2,455 sf total in AEC
• remove tires on shoreline at Lot 7 for proper disposal.

Form DCM-MP-1
~~~~
~~P .~ ~ 200
1. APPLICANT
a. Landowner:
Name Chapman Lumber Compan~(Sponsorl
Address 19585 Fullers Mill Road
City Boykins State VA
Zip 23827 Day Phone [phone]
Fax [phone]
'~~gSTgL ~gNgGE
'fit-1zgBE7-N CIT`t~~
a. County Currituck
b. City, town, community or landmark
Bells Island
c. Street address or secondary road number
NCSR 1245, Bells Island Road
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Currituck Sound
Co-applicant
Name Kenneth G. and Sharon M. Rhodes
Address 775 Hillwell Rd
City Chesapeake State VA
Zip 23322 Day Phone not available
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) Old Oaks at Belle Isle
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
3. DESCRII'TION 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.
Construct a 480 sf Boat Ramp; Gravel Boat Ramp
Access• a 44ft X 6 ft Courtesy pier for boat ramp;
127 7ft X 4 ft Tem~orarv Day Dock at boat ramp:
Dredge access channel existing basin, and portion of
canal using a highground spoil disposal area;
Placement of 262 LF of new riprap; Redress 208
LF of existing riprap• and remove buildings within
the AEC.
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. Please see attached narrative and calculations
4. LAND AND WATER
CHARACTERISTICS
Revised 03/95

~~'a
Form DCM-MP-1
~~P ~. 5 2006
wOASTAL flpAfVAG£N}EIV3"
ELIZABETH Clt~
a. Size of entire tract 87.72 acres
b. Size of individual lot(s) 450,000 SF average
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,
c. Approximate elevation of tract above MHW or NWL
0-6 feet
d. Soil type(s) and texture(s) of tract
Conetoe sandy loam, Tomotley fine sandy loam,
Currituck Muck
e. Vegetation on tract Ouercus virginiana , Ouercus
laurifolia, Pinus taeda, Myrica cerifera, Juncus
roemerianus, lawn grasses, Spartina patens,
Baccharis halimifolia, Typha augustifolia
f. Man-made features now on tract Canal, home, shed,
gravel road, man made ponds, asphalt~ad, riprap
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 w/ services Other
h. How is the tract zoned by local government?
Residential (verifiedL
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
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) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available) 404 jurisdictiatal
determination: attached
m. Describe existing wastewater treatment facilities.
One existin septic area serving one existing home.
o. Describe existing drinking water supply source.
Currituck Coun water system
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to 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 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and only
high quality copies will be accepted. Blue-line prints
or other larger plats are acceptable only if an adequate
number of quality copies are provided by applicant.
(Contact the U.S. Army Corps of Engineers regarding
that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
~A Stormwater Certification, if one is necessary. Please
see attached.
~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.
Revised 03195

~Ey~~~
Form DCM-MP-1
~~~ ~. ~ 2000
~~A57AL f~iANAGfygE'~l~
r~I~ABET'ri !.;(T~r
Name Stuart Buell Watson
Address 773 Bells Island Rd.
Currituck. NC 27929
Name Virginia Robinson
Address 111 Goose Castle Terrace
Currituck, NC 27929
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Nationwide #14~ermit application submitted and
granted 4/26/06 (Action ID # 2006320481
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.GG.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ~ ~ day of , 2006.
Print Name Louise I. Hanson ent
Signatur ~
Landowner or Authorized Agent
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.
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.
btevised 03!95

Form DCM -MP-2
(Except bridges and culverts)
Attach this form to Joint Application for LAMA
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
Length Width Depth Depth
Access
channel
(MLW)or
(NWT.I
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding shore
line stabilization)
100 ft 30 ft 2.05 ft 2.7 ft
350 ft 30 ft 1.85 ft 2.7 ft
N/A -------- ------- -------
40 12 Upland upland
N/A -------- ------- _~~__
N/A -------- ------- -------
N/A -------- ------- -------
Chapman Old Oaks
05-121
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 327.5 CY
b. Type of material to be excavated Sandy soil
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards 12.78
CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Lot 6
b. Dimensions of disposal area Approx. 120 ft' X
55 ft
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where? N/A
Revised 03/95

Form DCM-MP-2
_,.~
e. bcses the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length 257 LF new rip rap
208 LF redressing of existing rip rap
c. Average distance waterward of MHW or NWL
Rip rap 3 ft
d. Maximum distance waterward of MHW or NWL
Rip rap 8 ft
e. Shoreline erosion during preceding 12 months
2.0 ft
(Source of Applicant
information)
f. Type of bulkhead or riprap material
Stone rip rap
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 29.6 CY
(2) Bulkhead fill
h. Type of fill material rock rip rap & sand
I. Source of fill material NCDLO approved
Borrow pit (exact site to be determined by
contractor
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
~~
a. Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water 0.5 CY
(2) Dimensions of fill area Roughly 3X 107,6
(3) Purpose of fill To soften erosion slope
behind new rip-rap on
canal.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X N~o
If yes.
(1) dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled?
Geotextile fabric will be placed along landward
face of the riprap to prevent siltation of surface
waters or wetlands
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Dump truck, excavator, hydraulic dredge, and
front .end loader
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A
~;
~_..
~. L.,
Applicant or roject Name
;~
Signature
4..,. .
~~ ,.
llate
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form fo 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.
b. Number of lots or parcels 13
c. Density (give the number of residential units and the
units per acre)
Approx. 0.15 units per acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc.
3 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
sedimentation and erosion control X yes no
plan been submitted to the Division
of Land Resources?
If Yes, date submitted Approved 12/20/05- see attached
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
_ Asphalt road, gravel at boat ramp
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, 1.1%
or to be used for vehicular driveways or parking.
h. Projects that require a CAMA Major Development Pemut
may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?
X Yes No
If yes, date subntted Approved Jan. 6, 2006.
Please see attached
i. Describe proposed method of sewage disposal.
__ Pro osed private septic tank systems on each lot
j. Have the facilities described in Item i. above received
state or local approval? To be completed by lot
individual lot owners.
(Attach appropriate dacmnentatton)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff; sanitary
wastewater, industriaUcommercial effluent, "wash down"
and residential discharges).
Surface runoff
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Currituck County Water Deaartment
m. Will water be impounded? _ Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
.i
Applicant dr Project l~~rr~
~'
Signature . , ~'
Date

r ,~` '
1
T,
f
.Form DCM-MP-4
(Construction within Public Trust Areas)
Attach this foam to Joint Application for CAMA Major Permit, e.
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
Dock(s) and/or Pier(s)
(1~Co7nmercial
(2) Number
(3) Length
(4) Width
(5) Finger
Piers
Private _X_ Community _X_
2 docks
44 ft; 127.7 ft
6 ft.; 4 ft
Yes y No X
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)
(i) Number
(ii) Length f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(iii) Width (1) _ Commercial Communty Private
(6) Platform(s) Yes No X (2) Number
(i) Number (3) Length
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian property
lines 1000 ft to west ;1500 ft to the southeast
(9) Width of water body 30 ft -canal; 5 miles, sound
(10) Water depth at waterward end of pier at MLW or
NWI, 2.0 ft at dock
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length
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
(4) Width
g. C)ther (Give canplete tlesc~•iption)
N~~
Width of water body N/A
Distance buoy(s) to be placed beyond shoreline
N/A
Louise I. Hanson (aeent
Applicant of Project Name
r•
~~ ~ :1'~ ~
Signature
Date
Revised 03/95

MAJOR PERMIT FEE MATRIX
Auplicant: CHAPMAN LUMBER COMPANY `Old Oaks at Belle Isle"
Selection Development Type Fee DCM % pH-Q %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
involve the filling or $250 100% ($250) 0% ($0)
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not
involve the filling or $400 100% ($400) 0% ($0)
excavation of any wetlands
or o en 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-
. ~ commercial development, if
General Water Quality $250 100% ($250) 0% ($0)
Certification No. 3301 (see
attached can be a lied:
III(B). For public or
commercial development, if
General Water Quality $400 100% ($400) 0% ($0)
Certification No. 3301 (see
attached can be a lied:
III(C). If General Water
Quality Certification No.
3301 (see attached) could $400 60% ($240) 40% ($160)
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a vatic life:
III(D). If General Water
Quality Certification No.
3301 (see attached) cannot
$400 o
60% ($2.40)__
40% ($160)
be a lied: ~~
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

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OLD OAKS AT BELLE ISLE
CAMA MAJOR APPLICATION
0`JERALL PROPERTY PLAT
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AL WETLANDS ~ ~~,
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1 inch = 200 ft
0 200
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COASTAt WETLANDS
:TLANDS ~ '~
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COASTAL WETLANDS "'° ~~ , ~ ~~~ IIaM~
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~'f ~-_,..~y .~~_ NOT A PART OF O T
/,~ l NOT A PART OF PROJECT c~~u~ ~u-~e~ cawr~r, wc.,
rr~
M -~~ NEXT ADJACEN RIP IAN
-•=- VIRGINIA B. ROBINSON
'=T NOT A PART OF PROJECT

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Q WETLAND ALIGNMENT ` ~ .\`,
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z ~ .r---- '"° Approx. 404 wetland afi ment Q
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/ o EX. SPOIL GE 4 1`a ..•• p
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GRAVEL BOAT & TRAILER
MANEUVERING AREA
3636 SF WITHIN AEC
4501 SF TOTAL
LOT 6
LOT 7
LOT 8
LOT 9
LOT 1O
LOT
127,7 LF X 4' PROPOSED ~ DOCK
~~r ~ :..:.;: r::4,. 10.8 CY Highground Excav^+~ ^
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OT 12 ~
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05/27/04
~/ ~~~ ~ 1
-' `~.: E ~T~F Nf yy RIPR ~
~~ Es~~ ExISTING
i
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CHAPMAN LUMBER COMPANY 'p,
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LOT 6
UPLAND AREA EAST OF 45' ACCESS EASEM NT
31,267 sq. ftJ.
SPOIL•
DISPOSAL ~
AREA ,
~~~3
LOT 7
UPLAND AREA EAST OF 45' ACCESS EASEM
OLD OAKS AT BELLE ISLE
CAMA MAJOR APPLICATION
AEC IMPACT PLAT
SCALE
'~~ 1 "= 50 ft
~'
~h }
EXISTING RIP RAP TO BE
DRESSED. (NOT TO EXCEED
5' WATERWARD OF N.W.L.)
131.3 LF
ENVIRONMENTAL PROFES4ONALS, INC.
DRAWN : KT DATE: 7/31706
~'
o'
PROPOSED 41 LF NEW .RIP RAP
~ ~ BEGIN PROPOSED 41 LF NEW RIP RAP
~~
C ~1
~ EXISTING RIP RAP TO BE
m DRESSED. (NOT TO EXCEED
0 5' WATERWARD OF N.W.L.)
END PROPOSED 113.5 NEW RIP RAP
~-'"
P~ 10 ~~ REµ0~0
\ ~. X LNG >1RES ltd, ~+
~ E ~ w
® ~, /~~t wood eW°+~w
® ' / y1
® GGG//////--- +
,7 ROPOSED 113.5 LF NEW RIP RAP
BEGIN OCR
1S~~NC wCOO 0
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~; / i1.1 ~` ~ '4 n, t ; ~ ~~ i ~ t' ~r,uyy ~y. ~ . ~ ~±~ MppRING PILING l~~~Y~•
-~ ~.. r
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`• r t // O ~ l ~~ ,,,• 1
~' } 5'v' ~ ~ s 1~ , ''' a \ ' ~ 760 ,w' rlf i~~ 1yP•)
~ ' ~ ~~ ~ N /F ~ \ \~ `, / if ,, ,, r; ~ ppDEN JET ~
I I D1 1 LOT 2 - RECbMB. PLAT FOR \ ~~ ~\_,~, 1+ ~, ~ ~\,~_EXISTING W
~ ' `if ~~ 1 CHAPMAN LUMBER COMPANY \ ~,o `11 0°, ~~ ,' ,•' ' `. ~ ''F. X MppRING PIt.ING
~ 40 004 sq. ft. + t~, ~
,;~ $i (UPLANDS ONLY = 33,247 sq. ft.) \ ~'' ~,~' ~~ ,~ ~ ~',~ with AEC +\\ ~~ MppRING PIL-NG
J I , { 1 ~ `, ~`~ ~ ~~~~ LOT 8 . • ~ , ,,~~ ~ EX'
® ~ ~ ~°i I A ~t`~~ 1 ~~"~~t`~' UPLAND AREA EAST OF 4`d ACCESS EAS~ f ~,~.`` ANC ~
Z ~ ~t ; s ~ \\ `~'~~`~ i ~,.. ,. ~`~, 31,323 •aq. ft. ~ f /f~ 1 ~~.
~ 1 .~ t+t ` ~' lam- ~,~ y:~. - f.~ ~.
Is ~~ ~ `\ ~~.~~~ r` i ~ ~ wit in AEC M PILING
®~ ~, ~,` ~ \ ,\ ~ . ~'~ = '%';' '`~ • SEX G
\ pORIN
h ~ ,I ~ '~ \~ i'i ~
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CURRITUCK
~ ~ ; !. 10' DRAINAGE \ ~ ~'~ \ ',~ \ '`~\\ ~~, ~ i SOUND
5' ACCESS EASEMENT . ~ EASEMENT ~ ` `~ f - - - - - -
. ;,,
----------------~ i t L----- --- --- '~, ~~~~~F~1~1` ., \ ~ f;%:rXIS11NG BUILDIN S T0~ I
--- ----- --- ------ --------~t - -'_ ~;.../' r~ ~ \ ''~ CBE REMEVED ~ •
- • -......_ .. ~... ____ ......._ ~,.~, , ~, 1 INDiCA D BY HAT HING ~: ~ t^
____._____-w_______~.._.________._._.. ~_._.._..._._._..~____._~swA~E no' o a~4x SLOPE .--~'' ~ , ', 1 , \ \~ I LOT 9 L- - = - - - - - J , ~,
ti ` ~` ;, ~~ ,.:1•, \ ~' UPLANDS AREA EAST OF 45' ACCESS EASEMENT , ~ 3
~~~~e_~~ ` 31,540 sq. ft. ''" ` o
~~~'^~~~~ ",r _ . ''- ` \ ~~, '~, 1 ~~ \ DISIUR~D AREA U ~ x44,314 SF. LAND DISIURBANCf, /' ,~
-- - SWALE 230-~0 Q.13~ SLOPE _. r. \ ~ ~w ~, ~ ~ \ 116,504 sq. R. QI IAREA FOR REMOVING EXISTING I '"J~f / ~'A
_ ~
• ~ -------- ----- --- ,~ ~" ~ 267 oaea L_ ~ T
~-AGCESS{~kSCME#T- - - - - - - - - - - - - - - - - - - -•- '.~ -•- \'~ ~, ~`~ \ ~i"~ ~j+ \ ~~ - - BWLDINGS - - J /' /' .~ - \ '0
& ~
F
r : 110' DRAINAGE yb\ . ,~~ ~+ ~`o ~ \ ~ '~~
r EASEMENT o ash ` ,~~ + I `~' 2
'~\ `o~ '~, \@~r`+\ LOT 10 ; ,`'s. `~~,
~i ~ '. I ~~\ '{°"' i,~ , +,\ ~• PLAND AREA EAST OF 45' ACCESS EASEMENT F~ m~
~~ + ~ I ~o \ ~ ~~~L, ',~~ `~,\ ~` 31,501 sq. ft. f `~ `~,
~ t ~ N/F o ~~o ~ ,. ~.~ / ~
Ioi'' ' I LOT 3 - RECOMB. PLAT FOR 26~ ~OC^~ '~ . -'~ ~~ \ ~ ~ • ~~ `~, ,
~i:~ ~ CHAPMAN LUMBER COMPANY ~~ ~ ~„ ~+, `'+ \ 2~ ` +o
,
~ ~ I 40,015 sq. ft. o \ ~ ~ o ~~, +
I ~ ;, I 45.00' _ , \
~3 f ~' ~ I ---------------_ -----~ `~ `~+\ o LOT 11
- - -• ~-
~~ Iii ~ ~L - - ~ -= - -~- -~ - '- - - -= ~~ ~'~`°a :~~A Y~ UPLAND AREA EAST OF 45' ACCESS EASEMENT
~-- - __ _ _~_ ` _ ~ 1 L > 31 004 sq. ft. `~.
INSTALL 32'- 15" HDPE
` l ~ ~-------- ~
~ 3 "' - '?0'-ORAIflAGE - - - - - ~- - - - , ~ ~O"' ~k°•s " E SMOOTH WALL CULVERT
i , r EASEMENT \ ~o~' ~•~ '+\ W/ FLAIRED END SECTIONS
I i ~ ~ I \ "°,; ~`~o~~~`,~ lAY FLAT INV. ELEV.= 2.2'
'\
'~ I I i I LOT 4 - RECOMB. PLAT FOR o ~~~~-. _ _ ~ ~ ~,
\•i'~I CHAPMAN LUMBER COMPANY ~ ~ +
} ~ 4Q,023 sq. ft. ~ ~ ~ ~ ~ t
000000~~~~~~ I~ ~ ~ II
~ 0 ~~ , t1 '., ,~
4~ \,` '` ~` fjt'l
~ ,~\~ / ~
\ ~ ~.,,~ 'f LOT 12
~ ~ ~ ~ ;~,,--^, ; ...~~_ ~~, _ UPLAND AREA EAST OF 45 ACCESS EASEMENT
~ ,~ ~ t
~~a05 //' :~ i ~ t
NOT A PART OF PROJECT
~ ~ /;J N/F
~,
i''./'/~
%~' N /F
~~ LOT 15
BELLE ISLE SHORES
44,006 sq. ft.
NOT A PART OF PROJECT

N/F NOT A PART OF PROJE~T
CHAPMAN LUMBER COMPANY, INC.

Old Oaks at Belle Isle
'~ Cross Section View
2.5 ft
v
`\.
aft
~~~
- 2 ~.
,.,
f. >
Normal Water Level
.Canal

Environmental Professionals, Inc 'Scale 1 inch =1.0 foot
P.O. Box 3368 r
1404 S. Virginia Dare Trail
Kill Devil Hilis, NC 27948
Tele:252-041-0239 Fax: [phone]
Date: August 2, 2006 by LIH
~Ea_~Il_~nd rip-rap
o>p~=Lot 1
r ~

•~ .
Old Oaks at Belle Isle !,
Cross Section View

Environmental Professionals, Inc
., p.0 Bof~3368 : r
1404 g Virginia Dare Trail
Kill Devil Hi(Is, NC 27948
Tele: 252-041-0239 Fax: [phone]
Substrate
~~~3
New ri -ra on
Currituck Sound Shoreline '"~
NWL =Normal Water Level ;,

BOAT RAMP DETAIL
OLD OAKS AT BELLE ISLE
SCALE
1 inch = 10 ft.
ENVIRONMENTAL PROFESSIONALS, INC
DRAWN: KT DATE: 8-2
m 10.8 CY
HIGHGROUND EXCAVATION
PROPOSE GRAVEL
BOAT RA P APPROACH
\ PROPOSED CONC.
BOAT RAMP
~-~ `~~~ ~"~""~ "~-_ 4.44 CY below NWT
4.44 CY obove NWL
NWL
SUBSTRATE

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