20090331 Ver 1_CAMA Application_20090326

Beverly Eaves Perdue
Governor
4704
r .iwrww.wr?
DENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
09-0
March 23, 2009 3 3 1
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
Dee Freeman
Secretary
SUBJECT: CAMA/Dredge & Fill Major Permit Application
Applicant: Dee Creek Plantation, LLC
AMR E D411-
Project
6 200.9 Location: Off Stone Chimney Rd., adjacent to Lockwoods 54% 1S- ?EgA?h Town of
Supply, Brunswick Co. AN?srpR,?,,?,??RBRANCH
Proposed Project: To excavate and construct a boat ramp, bulkhead, two (2) fixed piers, and two (2)
floating docks
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by April 16, 2009. If you have any questions regarding the proposed project, contact Debra
Wilson [phone], when appropriate, in-depth comments with supporting data is 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
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] , FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity 1 <;ffi!n7ative ktior; Employer
One
No thC irofin
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
2.
3.
4.
5
APPLICANT'S NAME: Doe Creek Plantation, LLC / NC Agricultural Foundation, Inc. c/o Land Management
Group, Inc.
LOCATION OF PROJECT SITE: Site is located off Stone Chimney Road, adjacent to the Lockwoods Folly
River, near the Town of Supply, in Brunswick County.
Photo Index - 2006: 7-6187, 0-P(18-19) 2000: 7-65, N-0(18-19) 1995: 7-62, H-I(12-13)
State Plane Coordinates - X: 2222526 Y: 91077 GPS - N103010A
Lat:33°59'52.70886"N Long: 78°15'57.37091"W
INVESTIGATION TYPE: CAMA / D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit -10/30/08,2/19/09
Was Applicant Present -No
PROCESSING PROCEDURE: Application Received - 10/10/08, Complete on 3/6/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan-Brunswick County
Land Classification From LUP - Rural, Conservation
(B) AEC(s) Involved: ES, PT, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- None
Planned- None
(F) Type of Structures: Existing- Gravel road and shell surfaced boat ramp
Planned- Boat ramp, bulkhead, fixed piers and floating docks
7
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION: [AREA]
DREDGED
FILLED OTHER
8
(A) Vegetated Wetlands (§404)

(B) Non-Vegetated Wetlands (Open Water) 140 sq. ft.

197 sq. ft.

? 216 sq. ft.
(shaded)

324sq. ft.
(incorporated)
(C) Other - Highground disturbance 772 sq. ft. 20,870 sq. ft. 0.48acres
(disturbed)
(D) Total Area Disturbed: 0.51 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
PROJECT SUMMARY: The applicant proposes to excavate and construct a boat ramp, bulkhead, 2 fixed piers
and 2 floating docks.
Doe Creek Plantation, LLC / NC Agricultural Foundation, Inc
Page 2
9. PROJECT DESCRIPTION
The proposed project is located near Supply in Brunswick County off Stone Chimney Road, adjacent to the Lockwoods
Folly River. To reach the project area, travel south on US Hwy 17 to the intersection with NC Highway 211 near Supply,
NC. Turn left onto NC Hwy 211 and travel approximately 0.3 miles to Stone Chimney Road. Turn right onto Stone
Chimney Road and travel approximately 1.3 miles, on the left will be a sign "Doe Creek Subdivision", turn left into the
subdivision and take the first right (there are no street signs within the subdivision) and travel to the end of the street and
then turn right. Travel to the end of this street and turn left. Travel approximately 0.3 miles and the pavement ends in a
cul-de-sac. Travel straight across the cul-de-sac to a dirt road and travel approximately 0.2 miles and the dirt road
terminates at the site at the Lockwoods Folly River.
The subject property consists of a separate 0.64 acre peninsula shaped parcel that is a part of the Doe Creek Subdivision
which is accessed via an easement (Eden Lane Extension) through a portion of the Ruffins River Landing Subdivision
which is adjacent to Doe Creek. The subject parcel is bordered to the east and west by 97.4 acres of predominately §404
wetlands (originally owned by Doe Creek) labeled "Donation Area" is now owned by the NC Agricultural Foundation
which is a co-applicant for this application, vacant land to the south and the Lockwoods Folly River to the north. The total
shoreline frontage for both parcels is approximately 5,200 lineal feet. The highground portion of the 0.64 acre parcel has
an elevation range from 0 to 7 feet above normal high water (NHW). The site has historically been used as a boat ramp
and is accessed by a gravel/dirt road which leads to the existing shell surfaced boat ramp.
Vegetation on the high ground portion of the 0.64 acre parcel consists of grasses, Loblolly Pine (Pinus taeda), Turkey
Oak (Quercus laevis), Eastern Red Cedar (Juniperus virginiana) and Saw palmetto (Serena repens). The predominant
coastal wetland species in the project area consists of Smooth Cordgrass (Spartina alterniflora), Saw Grass (Cladium
spp.) and Giant Cordgrass (Spartina cynoroides). The Corps of Engineers has approved wetland delineation (SAW-2005-
1269) of the site.
The Brunswick County Land Use Plans classifies the upland areas of this project as Rural, Conservation. The waters of
the Lockwoods Folly River in the vicinity of the project area are classified SC by the NC Division of Water Quality. The
Division of Marine Fisheries has designated this area as Primary Nursery Area and it is closed to the harvesting of
shellfish.
PROPOSED PROJECT
The applicant plans to excavate and construct a boat ramp, bulkhead, 2 fixed piers and 2 floating docks. As proposed, the
existing boat ramp and a portion of the adjacent high ground area would be excavated to create a boat basin area at the toe
of the proposed new ramp which would measure approximately 33' in length by 10' in width and a final depth of -5' @
normal low water (NLW). This would result in the excavation of approximately 10 cu. yds. (197 sq. ft.) of shallow bottom
in an area that is designated as PNA. The applicant is also proposing to excavate an area of highground (above NEW)
measuring approximately 67' in length by 10' in width sloping down in a final depth of -5' @ NLW at the terminal end
for the installation of a new concrete boat ramp (see Sheets 2 & 3 of 7). This would result in the excavation of
approximately 210 cu. yds. of high ground material. The excavated material would be placed on the southeast portion of
the property in an irregular shaped area measuring approximately 202' in length by 100' in width and contained by a silt
fence (see Sheets 1 & 4 of 7). The applicant also proposes a wooden, vinyl or metal bulkhead abutting each side of the
ramp for its entire length and extending approximately 31' waterward of the toe of the ramp and would extend
approximately 5' waterward of the adjacent bank into the Lockwoods Folly River (see Sheets 2 & 4 of 7). The bulkhead
would be stabilized with tie back rods and anchors as required by the Engineer and would not be backfilled.
The applicant is also proposing to construct a fixed access pier abutting the east side of the boat ramp which would
measure approximately 28' in length by 6' in width which would connect to an access ramp measuring approximately 14'
in length by 3' in width extending waterward to a floating dock measuring approximately 20' in length by 6' in width
running parallel the shoreline in an easterly direction (see Sheets 2 & 2A of 7). There would be a second fixed access pier
Doe Creek Plantation, LLC / NC Agricultural Foundation, Inc
Page 3
abutting the western side of the boat ramp which would measure approximately 24' in length by 6' in width that would
connect to an access ramp measuring approximately 14' in length by 3' in width extending waterward to a floating dock
measuring approximately 20' in length by 6' in width running parallel the shoreline in a westerly direction. The applicant
states that the floating docks would be removable and each floating dock would be tied back to 3 pilings which would be
installed adjacent to the back. As proposed the floating dock located on the eastern side of the boat ramp would extend
approximately 21' into the Lockwoods Folly River and the floating dock located on the western side of the ramp would
extend approximately 12'/2' into the river. The application states that the water depths at the waterward edge of the
floating docks would be approximately -10'@ NLW and that the floating docks will be used for temporary tie-up use
only. The width of the Lockwoods Folly River is approximately 90' at this location and is designated a Federal Channel
from bank to bank by the U.S. Army Corps of Engineers.
The applicant is not proposing any improvements to the existing gravel/dirt road which leads to the boat ramp area other
than the placement of the spoil material. The application does not show an area to be designated for a turn-a-round area
for vehicles with trailers.
10. ANTICIPATED IMPACTS
A total of 0.48 acres of highground area would be excavated, filled and or disturbed for the construction of the boat ramp
and spoil disposal area. The proposed boat ramp basin area would result in the excavation of approximately 197 sq. ft. of
shallow bottom which is designated as PNA (however, this area has historically been used as a boat ramp), 140 sq. ft. of
§404 wetlands and 772 sq. ft. of highground area (above existing NHW). The proposed access piers and floating docks
would incorporate approximately 324 sq. ft. of Estuarine Waters and Public Trust Area and would not exceed 1/a width of
the water body. The proposed structures would not encroach into the 15' riparian corridor setback. A short-term increase
in turbidity can be expected during construction.
Submitted by: Debra D. Wilson Date: March 18, 2009 Office: Wilmington
Project Narrative
CAMA Major Permit
Doe Creek Project
Brunswick County, North Carolina
Doe Creek Plantation, LLC, NC Agricultural Foundation, Inc., Co-Applicants
This CAMA Major Permit Application proposes a boat ramp, two fixed piers, and two
removable floating docks to service the Doe Creek Subdivision. The site is located
adjacent to the Lockwood Folly River, Brunswick County, North Carolina.
The proposed structures are located on a separate 0.64 acre parcel that is accessed by
means of an easement. The NC Agricultural Foundation, Inc. is listed as a co-applicant
due to the required length of shoreline needed to support the proposed structures. The
wetlands surrounding the subject tract, originally owned by Doe Creek Plantation, LLC,
were donated to the NC Agricultural Foundation in December, 2005. Waters of the
Lockwood Folly River in the vicinity of the subject property are classified as SC-HQW
by DWQ and DMF has classified the marshes and bottom areas as Primary Nursery Area
(PNA). All floating structures will be located in a minimum depth of -2' Mean Low
Water (MLW) and also will be entirely removable due to the Army Corp of Engineers
project area for the Lockwood Folly River.
The project site has historically been used as a boat ramp and an existing gravel road
leads to the ramp. Existing shell fill is present as the ramp surface. The proposed ramp
will be excavated out of high ground and the existing ramp will be removed.
Vegetation on the 0.64 acre parcel is comprised of native trees, shrubs, and grasses. Soils
on the property are mapped by the Natural Resource Conservation Service (MRCS) as
Kureb sand (Kr).
Stormwater Permit No: SW8 050557 and Sedimentation Erosion Control Permit No.
Bruns-2005-324 has been issued for the Doe Creek Subdivision. Lots have been platted
and recorded. Roads have been cut in and graveled. Utilities, drainage, and erosion
control measures are also completed.

OCT I d 2008
- 1 - DC.Cdi WILMINGTON, NC
09-0331
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name

Doe Creek Plantation, LLC Project Name (if applicable)

Doe Creek
2@r-
L..? L
Applicant 1: First Name
Tom MI Last Name
Morgan
rt z

Applicant 2: First Name
NC Agricultural Foundation, Inc.
MI
Last Name DEIYR -'
IVETL ULM AND STO WATER 4'144111
7a,?A1YA?i K
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1027 Sabbath Home RD SW PO Box City
Holden Beach State
NC
ZIP
28462 Country Phone No.
910 - 842 - 9392 ext. 552 FAX No.
-
Street Address (if different from above) City State ZIP
Email
1
ZANCH
2. Agent/Contractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name
Fi
h
Greg nc FEB
Agent/ Contractor 2: First Name MI Last Name
V O?•'?F?F?R
I
?LS
FAY
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 0001 ext. - - ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403-
Email
<Form continues on back>
C
252-608-26GS .0 4-666-411COAST -. Hwv,°vr.nccoasta-Cmanagernent.c Gi.
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick Stone Chimney Road SW, end of Levees Landing NA
Subdivision Name City State Zip
Doe Creek Plantation Supply NC 28462-
Phone No. Lot No.(s) (if many, attach additional page with list)
910 - 842 - 9392 ext. 552 1
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Lockwood Folly

c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural []Manmade []Unknown Lockwood Folly
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
[]Yes ®No work falls within.
Supply
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
>5,200' including NC State's shoreline as co-applicant 0.64 acres or 27,878 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
0.64acres, , , NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 0-5' ®NHW or ?NWL
e. Vegetation on tract
Native grasses and shrubs
f. Man-made features and uses now on tract
Gravel road and shell surfaced boat ramp.
K U.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Conservation and residential. DCM WILMINGTON, NC
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R75 (Attach zoning compliance certificate, if applicable)
®Yes ?No []NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
282-808-2808 :. 1-888-4RCOAST -- www.neccastalmanagement.not
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None.
o. Describe existing drinking water supply source.
None.
p. Describe existing storm water management or treatment systems.
None.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? . ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
To provide water access by means of the proposed boat ramp and temporary tie-up slips.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard contruction methods and equipment will be used except for the two floating docks which will be secured by tie
backs so that they will be easily removable.
d. List all development activities you propose. -" FW
Contruction of the proposed boat ramp, fixed piers, and removable floating docks.
2009
FEB
TEM
e. Are the proposed activities maintenance of an existing project, new work, or both? ,
Both C VILMMS
f. What is the approximate total disturbed land area resulting from the proposed project? 14,450 for disposal site
and 337 for boat ramp
®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ?No DNA
If yes, attach a mitigation proposal.
<Form continues on back>
252-808-2808 :. 1-888-4R.COAST :: www.neccastalmanagement.net
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6.. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items fa) - (t) are always applicable to any major development application. Please consult the application
'instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name The W R Brown SR family LLC Phone No. NA
Address 1011 Stone Chimney RD SW, Supply, NC 28462
Name Allison Clemit Holden Phone No. NA
Address 318 Stone Chimney RD SW, Supply, NC 28462
Name NA Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pennittee, and issuing dates.
None for this parcel. Stormwater Permit No: SW8 050557 (4/5/06)and Sedimentation
Erosion Control Permit No. Bruns-2005-324 (4/10/07) for
completed upland development.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certifrcafon 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 the conditions and restrictions contained in the permit.
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 knowledg
Date Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ODCM MP-5 Bridges and CUIv D
i
?DCM MP-3 Upland Development
®DCM MP-4 Structures Information
FEB 0 9 2009
DC WILM1 1 GT_(-.As b WC
252-808.28CS :. 1-888-4RCOAST :: www.necoastaimanagement.net
Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization

Length 33 67
Width 10 10
Avg. Existing +3 +3 NA NA
Depth
Final Project -5 NLW -5 NLW NA NA
7
Depth -
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Local Soil and fill material.
10
c. (i) Does the area to be excavated include coastal wetlandsimarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
®WL ?None
(ii) Describe the purpose of the excavation in these areas:
Removal of existing shell ramp
d. High-ground excavation in cubic yards.
210
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a_ Location of disposal area. b. Dimensions of disposal area.
Subject Property (0.64 Acre Tract) An irreglar shaped area approx. 202'x100' within the
property boundary (Sheet 1 of 3)
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No NNA
(ii) If yes, where?
e. () Does the disposal area include any coastal wetlandstmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
NA
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
NA
??of
OCT 1 02008
'k
Form DCM PAP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization: b
SBulkhead ?Riprap []BreakwaterlSill ?0ther:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Wooden, Vinyl or Metal Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfili 0 Riprap 0
Breakwater/Sill 0 Other NA
1. Source of fill material.
NA
" f..- v - -
?,OM WILMINGTON, NO
FEB 16 2009
QThis section not applicable
Length: 200
Width: N5'
Maximum distance waterward of NHW or NWL: 5'
d
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes []No SNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
NA
4. OTHER FILL ACTIVITIES []This section not applicable
(Excluding Shoreline Stabilization)
a. (1) Will fill material be brought to the site? NYes []No []NA b. (1) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
If yes, other wetlands (WL)? If any boxes are checked, provide the
(ll) Amount of material to be placed in the water 440 s.f. number of square feet affected.
(iii) Dimensions of fill area 67' x 10' []CW ?SAV OSB
(iv) Purpose of fill EIWL []None
Concrete Boat Ramp (II) Describe the purpose of the fill in these areas:
NA
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What yeeor hydraulictdredge)7ment will be used (e.g., dragllne,
controlled?
Proposed bulkheads, silt fencing, seeding. Standard equipment for the excavation of the boat ramp and
bulkhead installation.
C. (1) Will navigational aids be required as a result of the project?
[]Yes SNo []NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? Dyes SNo ?NA
(ii) if yes, explain steps that will be taken to avoid or minimize
environmental Impacts,
Doe Creek Plantation, LLC; NC Agriculture Foundation, Inc.
2116109
Applicant Name
Date
Doe Creek Applicant Si ature
Project Name '
revised: 12126106
252-808-21308 :: 1-888-4RCOAS T :: w,,vw.nccoastalmanagement. net
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ?This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
?Commercial ?Public/Government OPrivate/Community ?Yes ONO
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length 24 and 28
(iv) Width 6
(v) Floating ?Yes ENO
d. (i) Are Finger Piers included? ?Yes ENO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 20
(iv) Width 6
(v) Floating ®Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2 Temorary Tie Up
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
?Open water; no dredging required
EOther; please describe:
Boat Ramp to be excavated out of high ground.
k. Typical boat length: <30'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
f. (i) Are Boatlifts included? ?Yes ENO
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
® Other, please describe:
2 Temporary Tie up wet slips
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed small vessels.
1. (i) Will the facility be open to the general public?
?Yes ENO

2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location: NA .
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
P
m. Is the marina/docking facility proposed within a primary or secondary nursery area? ?..a 14 V FD
?Yes ?No
OCT ) 0 200$
_ ?,_.
Par
is a
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ED This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS 1E This section not applicable
a. Is the structure(s):
[]Commercial ?Public/Government []Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
IN ED
RE C,
OCT 10 2408

a. Proximity of structure(s) to adjacent riparian property lines
>1 000'
b. Proximity of structure(s) to adjacent docking facilities.
>1000'
!Vote: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
-90'
d. Water depth at waterward end of structure at NLW or NWL
-10 MLW
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
18. OTHER ' 0This section not applicable I
a. Give complete description

Date
Doe Creek
Project Name
Doe Creek Plantation, LLC; NC State Agriculture Foundation, Inc.
Applicant Name
tL
Applicant Signature
W,41Lbt1C5 1W e 6?? Or,'>XX Zsx?-'
M. `-%.
4VE
OCT 10 2008
--, ? DCM WILMM
OLD
? BSc
TD RD
?c
HIKE SITE
`, aQ ??-
-
P/1" Y
?E I_en4on'rd"5r0nda
S cU ?
\t" 0-
SW ,
Hill/ yJ 0
?y
L.andln4 J
t t' ?
m a ?y1ov?'ta R? h' lA ?'
7.7 t k YI C' ? i
*Boundaries are approximate and are
not meant to be absolute. ?._.
Map Source: North Carolina Atlas & Gazetteer, rg 87.2003 SITE SCXC?i- -?" I IG®>
Tom Morgan CT f 0
Doe Creek LMG Figure 1
Brunswick County, NC ILA eal rLANAGUN tiF sRT QC:M
40-07-397 '1I NC
November 2007
[(U?. ? f , r # ,»..? f i Y }} _ f •!''A .'4iY -:.. I [4,t t 4? .? R ?.,.t-?
_ ^a t
i ,? "h,..- ...x**.,?.ya?,y? .. ? "*r ? •4sy -.. ?..? ? {a Al'i ?? ?..,i _,.??...
xl..' » w "L. GXe
Doe Creek S/.;
AV-
.?
Doe Creek Boat Ram Site
F ?1) iqq S
e 1
s
elf'
4 f e
14
*Boundaries are approximate and are
not meant to be absolute.
Map Source: Holden Beach/Supply Quadrangle 7.5 minute (topographic) 1990. GA "FS? ,
Tom Morgan AkUMG
Qpfg?r?Doe Creek Brunswick County, NC LAND of NALEXENT OR )UP SGSTopgraphic Map
40-07-397 November 2007 'V[ jMINGTO N, N
Doe Creek S/D
Doe Creek Boat Ram
x.
f

PPP ? '?

"Boundaries are approximate and are
not meant to be absolute.
Map Source: NRCS Soil Survey.
T 'p
7? x
E
41
4
s
SCALE 1" = 500'
Tom Morgan ?'
Doe Creek A?LMG gi -
Brunswick County, NC LUND IrlANAGEM!"NT GROU'
F, S?,tM 2008
40-07-397 _ r6
November 2007
%Alii n..
*Boundaries are approximate and are
not meant to be absolute.
Map Source: 2002 NAPP aerial photography
eler-?.? f r a f t C OW
Tom Morgan AAMG u(`e342©Q8
Doe Creek
LA N11 wen.aGeM!:N sxa!a1«< Aerial Photograph
Brunswick County, NC
f-1••'i^i1 ''1.11':8°fJ? 'r 1?'1'. flit:; tl C'.
40-07-397 November 2007 DCM WILMINGTON
#Iwk
S-j
( V
Y
At ?P,
.10
< CO
W N co I
.U
y ?Y Q-
r.?'.
SLi' [ 1100V1 9wm
S33 IS* Ola'J T'1NOZ WOV!
CP61 'Cl'V'u ')U NON OItM 'O'N
L'l 2 ni 14J 10 ,J W 3 3 z 3 3 ? 3 3 3 t 3 3 3 3
N (n rD i If ? 'y. h h tU rn O o) 07 N N tp h IU O O) 00 Ut N d
M N n t .- -- M u) ?. 1..) In In O N M O N ?t N In V V' "
0 (o R w i
? - O )n ) p
0
n r
`. Il) , N

. ;

In

n d M N O O In

i r d CJ

N O

i

ao d

in N
Z INVi I'+ ' n ri -?

Z N in i? d
N ^
N n
M n
d
M
(O n
d' h
in
In
N rn
M
z ° z 7 Z z z Z Z Z Z N In V) V] (f) N V) V) V) (/) v) M UI
d
t

J
LO
Q
F
_
-_
?)
d'.
N
.rn
U
t0
O
r•)
In
O
M
N
--'
N
)n
l0
co
M
In
M
r1
d
O
w
N
Lo
03
N
d'
N
M
N
N
o0
•-
00
.-
tD
?Y
h
-.
N
o)
)n
00
ao
O)
•-
w
z '= M
M O)
.- a0
- (o
0] V?
.... -
N M (V
M r•)
to rp
M M M
.- u)
N tD
d M
o N)
M I,
?t (V
M O
M m
N N
M tp
M O
M O
M

Z
J
?
Q

/U
r
trl
M
O
N
M _
y
in
tD
f
co
rn
O

N
N
M
d'
(n
to
h
W
rn
O
.J _I J
J .-
._l - -
J
_!
J
J
J N
J
") N
J N
J N
J N
J N
J N
J N
J N
J M
J
W
Z

4 1
°° ?y B??R lit, f
?
C?? t4F sy? I
? ? v
o?
?y.? 6 cOw is
tx S ;- s ? ?? Nh Yi Wit
tt ?
7 ?1s f i
' d?K ak ?? 000®000• p°N j?=

? S
0 A a
4 R
Z ? U
V
s??
F H 3
?i ?o
L? < e
?
W ??? E
HZ °
t?
`

W P
H
Ill ? ?• :

W i S -?
o W
3%1
to Ln
y I 3
n a s
8
p c c
S d
? m g
to ?
? a
.V9L'Mi
' ??dod 1-?V'NV Me"LOW16(/01'f.P.ow(INV7 od4L-OwtooSO\7rp\.. -11ooSO\LOOL •)?•[°N PrmlI
v\
1?
C"
Q
'nz
k
O
Q)
V\
OO
V?
0 ?
\? J
Z
X
O 2?
Ch
Q
Q
N
Ti
a
O U
E o
c
o?
N a
x O
U , s 96 CIO ?
C)
cn
d?
6 l6b?''O?J,
?Jb
S?

,6'p\

0
X
00 CIO
O d
J \?
c \
a? c a?
o 0
U
o O
0 J
a cn
O
U g
C)
0
a?
U)
al
C)
E
tC?V
cr)
U-1
6
O
\
O
C
O
a
-4-
(n
-5; U)
U n
0 U
c o
J O N

z
y Z
>0

?

o
~
U

Z
OU
W (L U
w
O
Z Zz
_
a
o?

Zw
L
Z

°z
N o
F
Z
W
A 00
Z u

s
z> .. s
oNo
0 WO `7
11 oo
«
w
¢aa
U m v
N U Z
N
U'
?
3r z

W g
¢ €

s
F
L
C)
E
>
O c
O c
LCD O
C)
U
E
0
• T'4 Ln
O N
O O
c c -+- +
2 o 0 J p
r?

I Q-
a? E
a_
U
cn o
v a?
U O
Q
a?
x
t.L
co
N
x
Qo
/ O
/
i
/
a c
a, o
L
Q .4- z ?
a> Cn O
0C) r-- m oO0
x 4- 0:? 4
W O N >, D
?-
a
o rn 0 a
o ° o a O
_..._? O LL- J (L) W
° 9Q. /9
O ?
U
F
-? a
O
d- (7]
O
mot- a?
a
L
U
c
O
C)
co
x
0
J
Z
J I
i
o i
i
? i
I
•c c
CL
(1)
? J
N
ca
c
J
W T
f'-
O
Z a
0
tZ
O-) U) 00 -j
? i
CD
Z x ,
a r
M
;
r i
/
W
CD w i
CD i?
CD i
CD ? i
X i
D CD '
(D n_
/
C
`D (f)
O n
' CD n
i - CD
i
'z U)
r '
U)
O
z v i
x ? v
' C
/
/
` J
O
_ -------------
i
_,-
/ ! C
CT
Q
FF1 96
y 4
j U C fV.vl \X/
N
O o N N CA C) O
N Q
Q
0
d •
Q0
Q_? /
z
CIO
' O
?o D i
O
i 0
"T 77 G
o CD
Q Q
do / I
CT
-?
/ I
i
O
i -?
m ?
h
- F -9 77 _0
r Q T Z Q 00
Ay
O Q
~ mZ m Z X
y = O rn
s i z c z N <
?= yT D
?? o f ? m N T f? ?
p v ov
m o`o a ?sC C 2 x ??,zjm ?1m
3 7• ZS as z Or
3 dP 2 ._1z, yZ Z
OOM
zbo
1110 F-
O.z mZ AA J //J
$ Zc z
S p y O /
O
z
}
J
Z
> O

=in ? U
z a
g
?' L> "a
U UCw
OSO o
Z m
on. d
Z( oz
p Z
J
o ?
W mN? =C
j ? 5 ?! r

a
'
?
p
3
z o i
a 0 p WO
N w
W a

-?- -??_ -
_
-
- L6 Q? Z> E A>
x Z ,j a m y F o Y g
O
t?+1 z Ww
w
U "

c
Zoo

b
U ?
O
(?

o
m
c
=
N =
N A
O
_ y
?
W Cn .s]

V
C o

0 J V

m
O ?
V
? ? N
O

U

??11 `? m
U C O
m ti O

/1 p d ?
U N
? o a

c
O m
u
a d
' ` o
a a
V V
T _
?

N
d M
O
0. N N p
N

L
O µ7 o xAq
c
?
U
/I?
? Z, Z ?
? ? C y 0 L
O
N
L a p
z
4.4 a W E F
0 3

U
L

?
•?
o
Z
.?... of

c
?
?
W o
u
Z
z
_
o
. _
0 ~UU

W
=Z
~ w
U)

J
U-
U
X
VOW
p
U a8Z
U Zo
U
K
N
Z
^^,, r?rt
a) O
a
X
cn
`?
o
? N
Q
LL -C X

N ?
m
X

L.L

Z

0
cn

10

cn
O

0
o?
o

+ J
cc cc O
o
U cu
L

F Q

c
• f z
wO M
ao
w >
co
0 w

ind Anchors
by Engineer.
roposed Grade
Excavation Area
Legend
1"=5'
0 5 10
Boat Ramp bepth Per
Concrete Slab. Contractor
Piling Supported or Engineer
If Needed. TYPICAL CROSS SECTION
NOT FOR CONSTRUCTION
ACTUAL CONSTRUCTION DETAILS PER ENGINEER OR CONTRACTOR
STEEL OR WOOD POST
TER FABRIC
'r_n..
C
I
K

t
0

NOTES: GROUND LINE rT
iv FILL SLOPE
1. FILTER FABRIC SHALL BE A MINIMUM OF
" 6" 04
IN WIDTH AND SHALL BE FASTENED
36
Y TO THE WIRE AS DIRECTED
ATE
L
ADEQU MI
BY THE ENGINEER
T SHALL BE 5' 0" IN HEIGHT V)
2. STEEL POS
ND BE OF SELF FASTENER ANGLE a \
A
V)
STEEL TYPE o= o
' a
o
3. WOOD POSTS SHALL BE A MINIMUM OF 6
o
METER
"
o
OR MORE IN DIA
IN HEIGHT AND 3
TENED TO WOODEN o
F N
AS
WIRE FABRIC SHALL BE
TAPLE \\
S
POST WITH NOT LESS THAN #9 WIRE S \
1-1/2" LONG / \\
NCHOR FILTER FABRIC SKIRT
\ ??\ AS DIRECTED BY THE ENGINEER
GUIDE:LIN-ES_FOR -r( ?M(?C?f??'jr_z`i__ ?1L,T. 1?1:??~l'E [?1.. I
N OT TO SCALE
TYPICAL CROSS SECTION
NOT FOR CONSTRUCTION
ACTUAL CONSTRUCTION DETAILS PER ENGINEER OR CONTRACTOR
0
THIS MAP IS BASED ON ORIGINAL
DRAWINGS AND/OR SURVEY
INFORMATION FROM:
BRUNSWICK
SURVEYING, INC
Thomas W. Morgan
Vml?cl a 9umpr
Nem Cvdvu.,w SouO, CareYw
102T s.s Noar Rd.. SW
Supply. - C- 38461 [phone]

Ina +VI R
??, l3 i aa,ra+
'°'4 yxpsC

F 7
PRELIMINARY
NOT FOR CONSTRUCTION
LMG
LAND MANAGEMENT GROUP me
Environmental Consultants
Post Office Box 2522
Wilmington, North Carolina 28402
Tel a oh one: 910-452-0001
NOTE: THIS DRAWING IS NOT A SURVEY
OR ENGINEERED DRAWING.
FOR ENVIRONMENTAL PERMITTING ONLY.
Project: °
Doe Creek 21610e
Applicant: Doe Creek Plantation, LLC Scala:
See Display
NC Agriculture Foundation, Inc.
Title: Drawn By:
Typical Boat Ramp and Bulkhead Cross Section GSF
Typical Sill Fence Detail
2I1 a?oe
lob Number:
40-07-387
Sheer Number:
4 ol1

N0Il`d1Nt/?d )133x0 304 w°?6uaylup»n/o
1096-£h£ (Ol6) XVd
3131 {596-t4C (0l8) 3NOHd
l0 ON 'NOlf)NtVfIIAA
13 1331115 13N8VV4 LVW Z06
O6

? ? 9
:31Y15f
SG':3wvn"oov °°° 'DNI `S2IHHNI0NH 0NIIL'If1SN0D O

X p ? 2
10a1NO0 N0IS0M3 19 30VNldaa `JNlavmp :W3NM0 'I-TVjSNfU V axsnx `SRRION

TM15Nn1 v 3NSf1N 51>JiION 900ZC
SNOISVA7H
NOI1dInOS30 31V0 IO8YU5
tH
?
/ --??^+f
90/LI
8
911 31VMS 3AOY1-_ F.+
UI?
o
N 11"'?,Sx
N c=> /
NORTH Ll? \ I ?
cn
O Zf
?? g??` ??IIIIIII(Iro o ? ?\\?\??\/I ?
•\ \ I / 1 ?, I fo ,Qi,
V ?
WALK WAY
CL >
?/1? {?'iv`tll \ /?\ \ \?\\\\\\\aIN / \?OA O O \\ ?I? .\\ !? I? O Q;IZ/
Cl)
/ / I F\\ o m '% V\
1'° $ ?, \ \ \ \\ \ \\ \\m / I ?= O N "" \ / a Z\t' I / N L r /^
I I I ILL I\l ? ?• I( ?? ?--? _ \\ \ \? \? \ \\ ?-?J I \ \ \I N?
.o
I ? alnos
\\ \ \\ Iloo I 1 N/p ?? W ?n / 11? I? \\?\\\ fi>TSu\c°?///I w?/ a'®o" 1 ?,c? /// /\ / ??m o\d?\?\ ? / '?n\ I ?? n
\ / v, 1 ? \ \ ?Nbg \ , I I C I \ \- ? ?\ ?r / NN / I /Q ?-/`? / ? ? / I m 1 n \\,\ / ?? a°?' / i
\ _ \ \ o \ -/ 1 / ?\ \ 2 / In 1 _ \ \ \? c
71
'Lu
I ('\ \\ I\\? \\\ \/\`\ ?? \ _\ 1\ ??o\/\\??? / ? I I? Wa/cp?/ / // / y/ / _??W? \ w? l z~Z? I o
JI,
\ \
\ \ \ \\\ \ `? WN?/ ?, / mw ^ N~?° I / N n 1-I- W W - fT 2
V/ 18,0
I \ 3n z° \ \ / a //2?0? ?-'Q G 3 Zo I ¢vi ° w N ?? .w
\ \ \ \ In N / x\ 0 1 \ 3i / o n?
I u) / 20?//// / ap m I ?Ifa M V 1 I ?J/W? r FF?-I 3m ZO Fly
1 \ \ v 1 '7\//\\`T \\ \on q / // /r ?- \ •-p Z_ \?? 1 [}! - f-O/ a irT
Q. C?
'^?aN?I ICI od / "® / I
In1 °-I aII I L{??IO`?'/ 30 ?Ny \
? t / ( ?~ wb I ?1 / ??a/ /I u?a?l ?g w ?\ I 111??I ^" ?A NN/ ON
r-9111
/ ?Uf tl a[gV', Z II _
\ \ I P.I vf- 1 ri
o> / / wa? 3°m 1J > - {?
z C),
\?\ \\I\ ??l I ) I JOB/ / /I INI? ?)I I I I Ijl ?QN W? g N _
1?%- / m r I- ?1° 1 1? I ?I I ICI r? ?$?'t'
a' ° w
?19 /I// /?j,a? / ?o-/ / / InQ? ?? 02 \ \ ,C \ AI V I L °n e \
r _ N
01
I/ // ?Illlll /IIII? I / -? I! T/ / N/\?`?? \ \N _/ /rH' IJI
Oll
I III ?I///?y// °z
I \\ \ III I I \I\?!\? °i / I l / Y / / /n\ v„? SOU yAt,O RICE r' / I m
\ \ \\\ \\ \\\\\\ oRgc v / / m 1/ 1? I 1
-ell
\ \\1\\\ \\??\?? 1 ?- " Rt W RI N ^ y
\ \ \?\?\\\ \ \ \ \ \ Nb r I G ly / ?N s? E AREA-
II 1 \ \ \1 y! / II,?,) \?\ \\\ \ \ \ / ?j /
1?\\ti\?? o i ?wou
ucy V ire?ilci f. r -" h J .- ~\ U K -/ r Q
ffcr i. lvxrsrbf ? ? N ° ? N K
?¢ N UY W?UW
N h J O
N ?
?0 W
?o
LL O
Jm
Nw

?F 41
I III o r <vm / coq
c^ qi?
//I ,? I
?N> I CI I I O \\ 1 ol; NI - / n r I
G l of I i 1 1 1?JI , ?// / / q p
Y 1.
N / ml I I I I G// // / Nil-l=?
A
'I ° /<q z -i IH my u rr„ I p? / u o /
?({s?
I I l J11?.?? pA /N VI /IAN ,A;I" \??U` U I'?lm? N
/ \1 ?\ I zoo ? \ aNJ o> / ???_I I?Iy°7?-?^\ _ TJq ? ? ? ?'uyy/I / ?III'? °m --
I /? \) -?I N>A b I / ON If 0 /? Z NN
N
\ I / J\7 1I o? T 9 -
I / / / / I / 1n >
\ Z / ?/ O N ^ u Z ? 1 I?m\I °< ZQ?\ P J N / / ///?y?
?0 m I L %
y I q GL i? \ 5Op \ / ?N /
// _ AI ryII
'DEN LANE 1 0?/ I z I <°?m?N 'V Y'
/ ??i1 I\? OAN On; \ O / .??0\ D I / / N Or>- I-,y\ JJ^
> pUIRREI RU
ut II I I ?, I / / \ ly i ,?( ?, \ gUU1R L RUN ro , 1 \ \ \ I S? ' fL RUN
?N !?? E rtl
y?r \ - = - III II o I?\ `b J" ? o o "' _ `f \n i. W I I 1\'` / \\ \ o ° N ° <m o
/ - I I l ? N" I}\(/{'\}JJ/ r / ? ?v \ 1 I I I II \`'I ?o <0'Z m 11
o I,,? \ ` I \ OQ m \ _
-41 D I
_ I r III / =' m I I 1\\ \ ° ° J /? / o?.
/ / o I II 1 °I / / I r / I ° I u \ \\ \ u ?n p/ , / / ! i / I --c\ \\\ \ \ "V / /?///'yam
I I //?i czi ?ll \\\ ?\ G?l ?// l 1/ /??? I \`\ °I ?I III II C, \\\4 ?v
n I / till///.rl a
11 I I I I III `I I ?4?-
i / II'<qmm
1 I \2? ??
Z'-
o ?c\ / / I\ ?>
2 A \ / / m
'Z I / \
I / I
I
// o \ I\? X11 1 \
/ wig" I Z mo
o°x////// -iD
m
-11
/ ?yN I I. ? //f,m
/ -11 J o U
/ zoz `, J\ n''^ pry N .' \
Im/ i
II
\ ? ? ? 1 1 1. / I I o
_\ I 111 \ I\ I i/ ?/ /// D
\ \ / / / / /\ \ / J CD HiaoN
\ 1\ I \?IIII//? //I"/ I I o r?
o
j ? \I I I \ ' II
U:i
0
.? I/ II?? I I N ot~ I? o
r.
lS L4
/ I
O
AI
...yy R7 B/17/06 REMOVE SWALE AND
y. I I I / I ?T1 EDIT SWALE 017
OT SYMBOL DATE RIPTION
REVISIONS
®2DO4 NORRIS, KUSKE & TUNSTALL
NORRIS, KUSKE & TUNSTALL OWNER: GRADING, DRAINAGE & EROSION CONTROL
NAME:
R o CONSULTING ENGINEERS, INC. AUGREBS:
CITY/STALE:
-tzl
Im 902 MARKET STREET PHONE [phone] TELE: DOE CREEK PLANTATION
WILMINGTON, NC, 28401 FAX [phone]
V
of(iceOnktany.com
r?pp I
WQI V
Y 1'
s?s
O?
?e t
U h
1"v5
1*a ? aI? q % v0 ep/Qy ? k'
irtr"pp0 `?. ? s ?r YyObe : O?: p z v
lit z NoY= a
;Z? "0 W2
NFQ a SN
Zz,Ow a
12
a 3fin" ffi '? FF?gGCZ< gg o?
?? - 3 S 8 1 NIJn(35.U lAW WV1
NrW?'' o°?
#,R \ < Z??O $??p? UUUg ??,? FI??^ WWZ3W F° W
2000®0040 vig 'c
z ? ff?@'?fi- 7?8 ?t C ? Hamm YU13 oaf o
W W Z W W W
_ ?M, NON _ Z.
? iv N r n 7. '.- 2 io ?n 'o? w 10

? w M

„ ._ ^

?
'H
[J

N
N?
n
FY
?i rn
n r?l
- vv?,
HN
Y?'1
Y

n
b N u °m
r m N t+b h 4 r i?S •
t0
- ?- - ? P •' f

2i
s
zz
3 i
33
;+'
•
r
wr
• .?
-
?p
+ r
? w
P0 ;,
• r s
?? 33
r^ # 3
g 33
'O+ 33
Pn 3+
Y
Y
. 3
'
' 1` +#;:
P
MOr
v' p
?r
r
' ?O !).+
H ?n
' ,p
o yN
f ?
rNv
I,n ?/}.
n r .
e P ip . ? .
?
a ?' ??
^ . N r
-r?I ?
.-Y n Y
Pr`?i OYI!
r
ib
u PN F
O -
N
N N VIZ Y ?
Z N
Z
Z .,
Z i
ZZ ZZ 22 ZN Z ZZ 22 Z Z?
N N N V? Z to ! N N ?

no r g ?n ? m-.
n
m
n
?
nn
^ o<
n.
;n '0 m°O1 u' nn h n n .om d ro io n n n av?Oi -N r n i+
r h
S
tV
i 33 z z x# 3 z #?,. w

o' #3

' 1p 33 33

u 3#

'
N ; 3

-l? 33c

?w 33

So
'Y t 3

P?r 33

?'Y 3

??• 3

Oe' u'

r'te'. ?

? . 3

+ •

!.
m
P i
v!i
\
r?
1 ro
Pr ' ?O
"'r' ? a •
? P_
i• i^•S°. ?
? ?Y Y
? r rFY'
"+ "r^- ?
,aC A f $r yr
n e?
r - n s'
i ? P m?,
?
i f?yy
•1
1 m, ? P r,
^ W m r nN ° ro 7 F-F
N
1 VI .o
Z Z N ?
2 2 .-
Z2 ii i= ZZ = z Z 2
. r1 N 7 ZN N 2 /i Z

w
n W
PO
CIIV
nC1 VV
??
N
n
?y
N
rN-? o
r?r?yl
rnyr't??
.r•,n
?ndNn,
1:4Yn
slNr
?:ry?r"?1y!
3?yy?NN
??ddG?yy
J J
?:?yy9,
J J
nn
J y.!
yMry???yyrryry?,
J J t ?
l?VV??••l!
J J
r?nyy,?
r
J r.
,r???rr$..?,
JJ
rm??
r
J
,??
C1
J'.
7 1 D 7 t
J J V
J ry
J J J J J J J J J J J J J J J J J
t 1 r
? ro _-
•° i(IP
r. NH
. ". ' O Y ?
m - ? °y ,?' ?! n0 . O V mM h O
w MP - V 1NC
rr.. ?
?? . N ? ?
o
n ? m? mn i e r Y ,T .O n nn n ..^ 1 _
^

"?
? z
jj
R w

? e w
o ? ?0
r.
r1S ;
?
=
?
_
? 3 3W
?
Yi!' f='
i1#
+y`
r 'a 33 3;
.
.^
N
? ?'3
-r
-?
. #3
4.'
_
w 13;
ae
rp ?

* 33
n^

?
Y

,
°

'
S-
? 3w
$ilM
. m
° 3
nm•
?

• m ..
^
i
N
:i
ti Zi
D' nr
:( 1 P Y. ',F S ?

? ° ° r' 'fin r
Y 5 Y
r Y I p
_
Y+ y
F' ?
p . Y ? T' r' ?1 ± _ e Q
v Y Y r° R ..
i ? ? Z N ?Z ' 2?Z ?
nZ 2 22 ZZ2 F Z Z Z Z2 ZZ u 1
-' Z
'? ` _ 22 ; ? ^

j f
E
b f
0`DP
J C
EtJ
T m
J rr?,++
aO Z 1?f p
!.`a
. J ' r
D 40 ?
J ?' O
??P
YJ J N
TP
JJ n r
PP
JJ n.
P P
JJ o nm
P
J w
OI
J ? N
'ry
I pn
J
J '
R
1 J
Y pq Ro
J J 'Q?jo
JJ .-N
JN tn_V r
J ? y?;
.I m
-
J J 1 L
-'. C "q i r v '?m Nr? i? tl v.C .
o ?h ?.F
o° n m
'° n v
n r M
r, ri
Y
? -.n~ ? n{
i ?
m na
° p r id
Y M
F
In o m p
mP ?
P a m m i ?
- 3 z
+ t
' z L
l i R
' i 3 3 ;w 3
? W 3 3 3
° r3? 3 t
n o ~ -
^
^ 3 3 3 3
n 3 ?3?
? ? 3 Y
?
• N 3 :
O Or
? N
ee oD h
O `
_
1 ?
' ?
f1 Y
`i" y
+ ?
NI
' Y
? OH
d - rYn.
<d r
? i
f T Yt
'?11 : , p1
1{f QQV
? q
1
• .{

._
<
?JO
N
^
rp
? <Y
rrr
Z7
M
?p,,
Y
P
d
Spo
,
N
y,
?

2

Y0
y
^N

Z

ZZ

ZT

Z

Zn
f.r
ntn
n'??iN
N ?
?
.
Z ? .,
y?a0
YZ
' ? ; 72 ZZ V IN Z 2
w eo P O
- :; n ne r- ?n °a YS Ci sa ?? 9i vI ? 12 7i u iN h?'il 1. . O ?O
f ?DU ?n
J
Z , ? ^ j J J J J J J J J J J J J J J J J J J J J J J J J J J

i;y ? ? + n,0 ;n !" ?0 % nn mY rri '^ N i ro m '-°o 'n dmi , r°9i :.
a 'Y -
v'n
i = .
mo
a
1~/I Yf ,r
d ?
? f
On e(.-
_ ?
? b r
? n
^ W N
_P ,p V.p
,p O Y
pi n pi rj
M n.0
Yrr11 p
,D N ?
O
f Y ?
p
r?Y1 o
M1 < n

w U ?,
u r ;.
n i,?
w ??JrJ.
n ?w
N ^ w-?
Y'?M
a w
n vai w
n' w
?' ?p
N
y^. 3
'^'r 3 , ((s
n ;'!
Mr #?OO: .
v?? W.
?.p., opo
019r
' 3 rv 1%
v?i
•
M Y vff?
r1, #,
M 0p3?
N
.
? ?•_
q
•, o
(' :-
, r?pp M
l
'N ??i
N (r t
7nn
{'!O V i?-
m k1
VlN 7'?
nn
M
yl ,
^o
b o-
b r'

n r ? n
rP ?7e
.
^
° Y N

n

Y +

Y
r
T
"' N N ij ?pp
V? Vl IMn M _
N N h t/? N p
VI rn?_
N N _
N r 2 Z Z Z Z Z 2 Z 2 2 Z 2 N N

?
?
??
?
m
?ro
J J
?q
J J
?s
7s M
oa h
°x
J J ?
s
.-JJ O
o_
J N n Y

? J vI rO
^
J J n W

J J PH
-
J ? NN

J l N

,--? rrO
Nr1
JJ '

J
- ---
u °
a -
Y
o -
n
m --
;,?°' --
'm ,-r,
?ro
?°a
? Y
n ^
z
v.N
ri --
N
° --
`8 --
m?
e --
a c
a -
n?i
or --
?°o
n ? --
wnio
? --
$
Yi"v --
a?°o
? --
m°
? --
P^
hY
mc
^

r
u1 tO
s n m ? .. ? 7i
- ^ ^ --
m '? ?" ' M ?n •%r 'r° n '$ n v ?i '$ o '+ : '? 5, w
Y n ? ? . '0 '? 5 v, r• n a
,a.. r,
2 b
f t
O o ? F.'
eri.s m
' n ro ua
ti r o
n in'
' N in
l. P i?F-
. a
?? _
o <-
o^ r
„a 5O rlP
? ^ ro^
i` f mq ?ln
? nn
° P a
_ .4 ?11

a
Ws w
m 2 7 N N h
N V N 2 Z n VI N N VIZ 2 2 2 2

T
Z N
Vr
N -- -- -- -- -- -- -

2?
.1 J ??
j
?
J
? d
JJ
S Y
J J oo
Ji ?
J
nn
J e
N N
J J
?
N?
J J
N e
J J
m N
J J
b Y
J J
tl?
J J
n b
J J b
O
J J N
j n
J n?
j n
J b
h
JJ n?

JJ P o
n tltl
J
m m
J

J J

n
i
n 'v?
? -
?m --
nn -
.n --
o•°' --
-m --
' i --
m
r -
c
'n
a
n
^,r
i
m
nm
?-
=
i
?
:
q
n

q
M
?Y
m?
?
in rw m.p c n gO1 ? a r °1 uNi n ? nr
N Yn
Y n ,,, r
. .
?

o u
' a
Y a U??
^^ ww
n In w
n ?P z
p' ww
°
' ?
n 1` w
o rer p :
vmr }`!.
r u w
i°n r w
o o
r j` w
o r ? _ ?
+r
n 3
? 33
?'
_ o
r - Y n+ P Y •
n Yr f+Y o l Irr . ,? . a,
Z J N ?? d P ° •- N J J J J J J J? ? J J J 1 J J J ? '? MJ J J J J? J '? ? J -? J S
w

SZ10001 :NO1OV3 3lVOS g ?
Um S30HYISIG 0121`1 IV1NOZIWH u
£861 'O V'N '141210N 01210 '0'N Z
zz

m

Pf
r P N
w 3
a n o
° b
2 Z Z
n Y
J 'J "D
W
inn
2 V?
?f ?MNy
1 J J
V
Q
W
l
? t

w
P
F
a
°
0

cra I°'?
o
c
_ cz)

o
2
/1 z m
Lp.1 o
r YU m
rQ Yuw
r N Z 0

V m

P
g <m4
u Z
M
3
.p} VI
d ?Na

Y p ?N
u ro

I

°

Y S?F
UZ V,
o ,? ?,
?
W m M
W
Sw H
} ° '^a °a
€?
W
U ooz
a U1W

Z
?
JC LL
?.
/^

a0 ?mU ED Ui a

s a
a

Uo
?W ?
?A
?Y ¢Q ?U
W
u
a

w
tt

U
a 6
K
U
Fn?'aZ aG
MS
?
Q
W ooo
y?
Z
n]° 3 m
0
W' < O O

rj6
tea \
g5
o ,
?
v ? tg1
4?v ?o

?3
v
qro
fig
-r g
?. ..
OS 0 s
?Zv
S
Cy •ry06 L

0-
a
tN
Sx
? i
co
? cS
W.
.43I
Y
NUw
4(Z a
zsa
?'= Y
JLLJ.
Va W
:53
h
r• ? j ;?a
'1 t
N
Gr
4

-? 2

O JX[
X L ?
? p
a1?
u#i
Z vI
Y ?
W

m ° ..
mOZ
r
3
vi
u
a
°o
n 3
o z
m
i
h
Z
3
2

a

a \\
W \\y?`
Q
+ F
a C P
Z
z ?
0j1) s? yy3?11wa
) I a1Y0
z
) P Z O
n V

?
pm ?
VI ? L

G

s
D u
° a
c
t
:
?
r?
r
W

n
?
d Y
5? z
?
0 ?' z
o

U
)
In a
I=
F
z
J ?
?

? p
r
a
J N
f?
w 3
W
,'y n
N
O
I
M
a
X
m
N ? V 395.39'

) 827 try Z zZ /
ct ???,,JJ
F" n ??
i'
G
'
A ?
r
6
1 ? W

rz? 1?> s
b
? °

N
Q ???
`(
h \ N
U .5
?
N \
J J
Z
0
t17 E °V1?
s J
(311 ?(lW ?ois.ey ROAD
N11'S
T
5
E a
b
ff
L? 1 0 'go ON j 1
S
ON
C g
z?,?F I
Y M.5161
F ?' C7 N1324.0 n%\ryoA I
.
IS i =y tip' 3 g 5
IL
z
rz \?\91

? ??ga
\q9
L314 P M??\
\v
9.ltq'11/ MA?[ 9m/JFIRt'?O'1oF031vlplOtM1.'AtmMSmtk?
f t? ?•
.?)