20090692 Ver 1_CAMA Application_20090615

AT, 1% -09-0 6 9 2
Beverly Eaves Perdue
Governor
NCDENR.
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director a -
June 12, 2009 JUN i ZQCg
MEMORANDUM:
Dee Freeman
J Secretary
DENR-WAtreQ ,%Uty
TO: Cyndi Karoly, Supervisor 4mm- ANDSroRMWATERBRMGH
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)
SUBJECT: CAMA/DREDGE & FILL Major Permit Application Review
Applicant: Topsail Bluff (Alderman-Shaw Company)
Project Location: Off Gus Horne Road, adjacent to Turkey Creek, Sneads Ferry,
Onslow County
Proposed Project: To install a community boat ramp and 10-slip docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by July 7, 2009. If you have any questions regarding the proposed
project contact Jon Giles [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
400 Commerce Ave„ Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 11 Affirmative Action Employer
NorthCarolina
)Vaturallbl
1.
2.
3
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Topsail Bluff
LOCATION OF PROJECT SITE: The property is located off of Gus Horne Road, adjacent to Turkey Creek, in
Sneads Ferry, Onslow County.
Photo Index- 2006: 27-6613: (M-12 to I-20 to U-17 to M-12)
2000: 27-3 72: (G-17 to L-10 to T-15 to G-17) 1995: 27-3 5 8: (H-11 to M-4 to U-9 to H-11)
State Plane Coordinates - X: 2461953 Y:279687 GPS File: P041413A
Lat:34030'31.21849"N Long: 77°27'59.71808"W
INVESTIGATION TYPE: CAMA/DREDGE & FILL
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/14/09
Was Applicant Present - No
5. PROCESSIlVG PROCEDURE: Application Received - Complete.on 05/26/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County
Classification From LUP - Developed
(B) AEC(s) Involved: EW, ES, CW, PT
(C) Water Dependent: Yes
(D) Intended Use: Community/Private
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - vacant
Planned - Community Boat Ramp and dock
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nppnrFTl rTT T rn n rumen
(A) Vegetated Wetlands - Coastal
129 W
(B) Non-Vegetated Wetlands - open water 6,120 ft.'
(incorporated)
(C) Other 684 ft.2 13,052 ft?
(shallow bottom) (highground)
773 ft.2 260 ft.z
(§404 wetlands) (§404 wetlands
shaded)
(D) Total Area Disturbed: 21,018 ft.2
(E) Primary Nursery Area: YES
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: Applicant is proposing to install a community boat ramp and 10-slip docking
facility.
Topsail Bluff
Page Two
9. PROJECT DESCRIPTION:
The project site is located off of Gus Horne Road, adjacent to Turkey Creek, in Sneads Ferrry, Onslow County. To get
to the property from the Wilmington take US Hwy 17N to Folkstone Road, this is not OLD Folkstone Road.
Take a right onto Folkstone Road. Take a right onto Tar Landing Road. Take your first left onto S. Parker Road.
Then take your first right onto Gus Horne Road. There will be a chain up at the end of the road. Go through the
chain gate and then take the first left down a dirt road and travel to the end of the road. This is where the
proposed boat ramp and dock would be located. The entire property is approximately 114.5 acres with
approximately 3,500' of shoreline frontage and elevations ranging from 0' above normal high water (NHW) at
the water to approximately 26'@ NHW on the hill. The property is bordered by Turkey Creek to the east and
vacant land to the south, west and east. The project site is currently undeveloped and is a relatively untouched
pine forest. There is an existing dirt road on the property and some open fields. There are approximately 70
acres of uplands, 17 acres of §404 wetlands and 30 acres of coastal wetlands. There are coastal wetlands present
on the site consisting of Black Needlerush (Juncus roemarianus), Salt Meadow Grass (Spartina patens),
Bulrush (Scirpus, spp.) and Salt Marsh Cordgrass (Spartina alterniflora). The coastal wetlands on site range in
width from 2' to 800'. There are multiple mosquito ditches running through the marsh. The applicant states that
Turkey Creek ranges in width from 84' to 96' in width and has a maximum water depth of -4.5' @ NLW at this
location. The proposed location for the boat ramp is near the northeastern corner of the property. This area
would have the least impacts to the reasouurces.
The Onslow County Land Use Plan classifies the upland areas of this project as developed. The waters of the
project site are classified as SA by the NC Division of Water Quality. The NC Division of Marine Fisheries has
designated this area of Turkey Creek as a Primary Nursery Area, and the waters adjacent to the proposed
project are closed to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to install a community boat ramp measuring approximately 12' in width and a total
of 146' in length, approximately 89' of ramp would be located above NHW and remaining 57' would be
waterward of NHW. The water depth would be approximately -3' @ NLW at the end of the boat ramp. The
proposed ramp would be located on the northeastern side of the property and would be crossing coastal
wetlands to access the water. This location would have the least impacts to coastal wetlands. The applicant will
need to grade the areas from approximately 6' waterward of NHW to the highground portion of the ramp. This
excavation would also require the removal of approximately 129 ft.2 of coastal wetlands and approximately 773
ft.2 of other wetlands. The excavation would be to achieve adequate slope for the approach. There is a proposed
turn around area and parking area located approximately 85' landward of NHW. The turn-around would
measure approximately 80' in diameter and the proposed parking area would measure approximately 35' in
width and 150' in length, and would be constructed of gravel. The excavated material would be placed in the
parking area and would be contained by a silt fence.
The applicant is also proposing to construct a 10-slips docking facility. The proposed dock would be located
approximately 12' waterward of the edge of marsh, it would run parallel to the shoreline, and it would measure
6' in width by 327' in length. The dock would be access via a pier measuring approximately 6' in width and 99'
in length. Approximately 23' of the access pier would be used as a temporary launching area.
There is a gazebo and viewing area proposed on the southern portion of the property. The gazebo would
measure approximately 10' in width by 20' in length over highground with a walkway measuring 4' in width by
134' in length and connecting to a 10' x 26' uncovered observation deck located landward of the coastal
Topsail Bluff
Page Three
wetlands. Approximately 200 ft.2 of the deck would be located in the 30' buffer and all 260 ft.2 would be
located in §404 wetlands as per the site plan.
In addition to the proposed boat ramp and docking facility the applicant has submitted a preliminary subdivision
plan. The agent has stated that this is for informational purposes only and no final approvals have been made on
the local, state or federal levels. The applicant wanted to provide this information for illustrative purposes and
to show what the potential development may result.
10. ANTICIPATED IMPACTS
The proposed boat ramp would fill approximately 684 ft.2 of Shallow Bottom. The proposed approach/ramp
would result in the excavation of approximately 406 ft.2 of coastal wetlands and approximately 387 ft.2 of §404
wetlands. The proposed pier and docking facility would incorporate approximately 6,120 ft.2 of Public Trust
Area and the proposed approach and vehicle parking and storage area would disturb approximately 12,052 ft.'
of highground. The proposed Gazebo and observation deck would disturb approximately 1000 ft.2 of
highground area and approximately 200 ft.' of the uncovered observation deck would be located in the 30'
buffer area and would shade approximately 260 ft.2 of §404 wetlands.
Submitted by: J. W. Giles Date: June 11, 2009 Office: Wilmington
CHARLES F. RIGGS & ASSOCIATES, INC.
502 NEW BRIDGE STREET
P.O. BOX 1570
JACKSONVILLE, NORTH CAROLINA 28541
TELEPHONE: [phone]
FACSIMILE: [phone]
E-MAIL: rid sland ,bizec.rr.com
NARRATIVE FOR ALDERMAN-SHAW COMPANY
The Alderman-Shaw Company tract is 114.50 acres located off N.C.S.R. 1544- Gus
Horne Road, Stump Sound Township, Onslow County, North Carolina. Alderman-Shaw
Company has owned the property since March 1994 as indicated by Deed Book 1173,
Page 866 of the Onslow County Registry. Since 1994, Alderman-Shaw has treated the
property within the guidelines of forestry management, as this is the focus of the
Alderman-Shaw Company.
Alderman-Shaw Company's long term planning includes a proposed community known
as Topsail Bluff, plan enclosed. It should be understood, this plan has not been approved
by the local planning jurisdiction or received any of the required development permits.
This design has only been created to visualize a possible development density.
Alderman-Shaw fully understands any proposed lot adjoining Turkey Creek would have
the right to apply for any CAMA permits and the State of North Carolina would
determine permitting of the individual lot's application based on the structures within
Turkey Creek at the time of the application.
This application is for the present day necessities of Alderman-Shaw Company.
Alderman-Shaw is proposing boat ramp with boat and trailer storage, ten boat slips,
gazebo, wood walk and observation dock. These items will allow Alderman-Shaw to
enjoy the property today.
RECEIVED
DCM WI! MIKIPTON. NC
MAC s_ 6 2009
Dom MP-1
APPLICATION for
Major Development Permit -0 9- 0 6 9 2
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if app licable)
Alderman-Shaw Company Topsail Bluff
Applicant 1: First Name MI Last Name
Bo Shaw
Applicant 2: First Name MI Last Name
N/A N/A N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
4421 Stuart Andrew Blvd., 315 N/A Charlotte NC
ZIP Country Phone No. FAX No.
28217 USA 704 - 527 - 0204 ext. N/A 704 - 527 - 0828
Street Address (if different from above) City State ZIP
N/A N/A N/A N/A-
Email
N/A
2. AgentContractor Information ^?
p
Business Name
Charles F. Riggs & Associates, Inc. JUN 12009
Agent/ Contractor 1: First Name MI Last Name
Charles F. Riggs
>N

Agent/ Contractor 2: First Name MI Last Name
N/A N/A N/A
Mailing Address PO Box City State
502 New Bridge Street 1570 Jacksonville NC
ZIP Phone No. 1 Phone No. 2
28541 910 - 455 - 087 7 ext. 21 910 - 548 - 2811 ext. N/A
FAX No. Contractor #
910 455 9033 N/A
Street Address (if different from above) City State ZIP
N/A N/A N/A N/A -
Email
[e-mail] RECEIVED

<Form continues on back> MAR 1 6 2009
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Onslow Gus Horne Road NCSR 1545
Subdivision Name City State Zip
Proposed Topsail Bluff Sneads Ferry NC 28460-
Phone No. Lot No. (s) (if many, attach additional page with list)
N/A - - ext. N/A, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Turkey Creek
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 Turkey Creek/Stump Sound
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.
Onslow County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
3,500' 3,767,940 Sq. Ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
NA,
(If many lot sizes, please attach additional page with a list) 9'- 26' ®NHW or ?NWL
e. Vegetation on tract
Partially wooded and open field.
f. Man-made features and uses now on tract
Existing dirt roads within property.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RA (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? Environmental Services, Inc.
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>
RECEIVED
ACM WILMINIPTnN, NC
MAR 1 6 2009
Form DCM MP-1 (Page 3 of 5)
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.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
Stormwater is presently handled by sheet flow across the property.
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.
Boat ramp to provide access to Turkey Creek for the property. Boat slips to provide dockage for property. Observation Dock
to provide viewing of marsh and waterfront by the property.
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.
Gravel to hauled to property and the turnaround and portion of the ramp to be constructed with bulldozer. Concrete slabs for
ramp to be poured and cured and pushed into place by bulldozer. Remainder of concrete ramp to be poured in place. Gravel
to placed in storage area and graded. Construction of wood dock, boat slips, gazebo, walkway and observation dock to be by
standard construction methods. Piles to be washed into place. All materials to be salt treated with galvanized nails and bolts.
All structures to comply with North Carolina Building Code. One bulldozer for grading to be stored in proposed storage area.
Materials for dock and boat slips to be stored in storage area. One backhoe to be utilized for transport of materials from
storage to construction barge. Backhoe to be stored in proposed storage area. Construction barge will be utilized for
construction of dock and boat slips and to be moored on western side of Turkey Creek adjacent to property.
d. List all development activities you propose.
Construction of gravel turnaround, gravel vehicle and trailer storage, private boat ramp, ten boat slips, observation dock,
wood walk and gazebo.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 13,102 ®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. ????F
Stormwater presently sheet flows across the property. Proposed activities will minimally increasers?FePi Cl s eFeta.
DCM W!i_NAINJ -70N, NC
e, 20009
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 ?NA
If yes, attach a mitigation proposal.
Form DCM MP-1 (Page 4 of 5)
<Form continues on back>
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 (a) - (f) 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 Ms. Marjorie O. Millis Phone No.
Address 3304 Mandalay Street, Fayetteville, North Carolina 28303
Name Mr. Ed Millis Phone No.
Address 741 Kingwood Drive NW, Salem, Oregon 97304
Name Mr. Shelbert Paul Creech Phone No.
Address 3231 Spruce Pine Boulevard, Daytona Beach, Florida 32124
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Cultural Resources Assessment, December 12, 2007 ER 07-1507
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. 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 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 knowledge.
Date 03/09/09 Print Name Charles F. Riggs, P.L.S.
Signature RECEIVED
Please indicate application attachments pertaining to your proposed proje t DCM WlLMINI(=TON NC
®DCM MP-2 Excavation and Fill Information ?DCM M 2d)gges and Culverts MAR `1 6 2009
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
'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 (excluding
Breakwater shoreline
NWL stabilization
Length N/A N/A N/A 146' N/A N/A N/A
Width N/A N/A N/A 12' N/A N/A N/A
Avg. Existing

Depth N/A N/A N/A -2' NA
NA
N/A
Final Project

Depth N/A N/A N/A -2-
NA
NA
N/A
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. upland soil, 404 wetland and coastal wetland
6 Cubic Yards
c. (i) Does the area to be excavated include 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 129 sq. ft. ?SAV ?SB
®WL 773 sq. ft. ?None
(ii) Describe the purpose of the excavation in these areas:
Boat Ramp Approach
d. High-ground excavation in cubic yards.
43 Cubic Yards
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
Proposed vehicle and trailer storage area on uplands
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any 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
(ii) Describe the purpose of disposal in these areas:
NA
?This section not applicable
b. Dimensions of disposal area.
35'x 162'
d. (i) Will a disposal area be available for future maintenance?
?Yes ®No ?NA
(ii) If yes, where?
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
RECEIVED
DCM WILMINGTON, NC
MAR 1 6 2009
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (5AV), Shen bottom (bb), 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 fill in these areas:
NA
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
The only fill material adjacent to waters is the 12'x 56.9' proposed bulldozer, backhoe and front end loader
concrete boat ramp.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ®No ?NA site? ?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
N/A
03/09/09 Charles F. Riggs, P.L.S.
Date Applicant RECEIVED
Topsail Bluff C
Applicant Signature ION, Project Name MAR 16 2009
Form DCM 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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Boat ramp, wood dock, gazebo, wood walk, observation
dock
c. Density (give the number of residential units and the units per
acre).
NA
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ®No ?NA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
One
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
70'x 70' turnaround, 30'x 180' storage area and 12'x 146'
boat ramp
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Gravel for turnaround and storage area and concrete for
the ramp
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0.3%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
1.0%
j. Describe proposed method of sewage disposal.
NA
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Stormwater to sheet flow through property.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes NNo ?NA
(ii) If yes, list the date submitted: NA
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No ®NA
If yes, attach appropriate documentation.
RECEIVED
DCM WILMIrar-70N, NC
MAR It 6 2009
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
NA
o. When was the lot(s) platted and recorded?
October 1900
03/09/09
Date
Topsail Bluff
Project Name
Alderman-Shaw Company
Applicant e
Applicant Signatur
n. (i) Will water be impounded? ?Yes ?No ®NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ®No ?NA
RECEIVED
DCM WILMINPTnN, NC
MAR 16 2009
C<<fi VVI Pf H IGTJN, NC
Form DCM MP-4
STRUCTURES MAY 2 6 2009
(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 0This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
?Commercial ?Public/Government EPrivate/Community ?Yes ENo
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ?No
(ii) Number 3 If yes:
(iii) Length 1(a)6'x84',1 .6'x323',1(a-)6'xl2' (ii) Number 1
(iv) Width 6' (iii) Length 13'
(v) Floating ?Yes ENo (iv) Width 3'
(v) Floating ?Yes ENo
e. (i) Are Platforms included? ?Yes ?No f. (i) Are Boatlifts included? ?Yes ENo
If yes: If yes:
(ii) Number (ii) Number
(iii) Length (iii) Length
(iv) Width (iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
10 ? Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
0 ? Dockage, fuel, and marine supplies
E Dockage ("wet slips") only, number of slips: 10
? Dry storage; number of boats:
E Boat ramp(s); number of boat ramps: One private
? Other, please describe:
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
EOpen water; no dredging required
?Other; please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
small watercraft, open runabout
k. Typical boat length: 24'
m. (i) Will the facility have tie pilings?
?Yes ENo
(ii) If yes number of tie pilings?
1. (i) Will the facility be open to the general public?
?Yes ENo
252-808-2808 :: 1-888-4RCOA5T :: www.nccoastaimanagement.net revised: 12/27106
Form ©CM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS NThis 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 C
? Boatholding tank pumpout; Give type and location: f- -i s i_P I `\/ E D
N,NG
b. Describe treatment type and disposal location for all sanitary wastewater. MAY 2 6 2009
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?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaciement.net revised: 12/27/06
Form DGM MP-4 (Structures, Page 3 of 4)
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
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB r?C?i kA/iLMINGTON, NC
?WL ?None
MAY 2 6 2009
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.) 23 This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g. wood, sheetpile, etc.) ®This section not applicable .l
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS t ®This"section not applicable
a. Is the structure(s): b. Number
?Commercial ?Public/Government ?Private/Community
C. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
252-808-2808.,.- 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06
Farm DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
Proposed boat ramp is 50' feet from adjacent riparian
property line,proposed boat slips are 80' from adjacent
riparian property line, proposed observation dock is 16 feet
from adjacent riparian property line
b. Proximity of structure(s) to adjacent docking facilities.
No adjacent docking facilities in vicinity
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
88'- 96'
d. Water depth at waterward end of structure at NLW or NWL
-2 feet
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.
c
r='E O v
?- %111 NAM-3,TON, NC
MAY 2 6 2009
I. `OTH, ER - ' 0This section not applicable
a. Give complete description:
Boat ramp to be installed having 12 feet of width and 146 feet of length, having approximately 23 feet of length below the
normal low water line. The approach of the boat ramp will be concrete from a porposed gravel turnaround from an existing
dirt road. The proposed storage area will be gravel.
Construction of 6' wide wood fixed dock to accommodate ten boat slips within and parallel to the western edge of Turkey Creek.
These boat slips will be separated by a wood abuttment to prevent damage to adjoining boats and to control the maximum
number of vessels.
Construction of 10'x 20' gazebo, 4' wide wood walkway having 134' and 10' x 26' wide uncovered observation dock.
03/09/09
Date
Topsail Bluff i
Project Name s
Alderman-Shaw Company
Applicant Name `
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www,nccoastaimanaaement.net revised: 12/27/06
RECEIVED
DCM WILMINGTON, NC
DEC 2 0 2007
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PROJECT MANAGER: DATE: 858 Williamson Road
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Rw 4127107 [phone]
SCALE: [phone] FAX
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A01KSTONE ROAD
404 WETLAND LOCATION COMPLETED BY PROPOSED STEVE COLBERT, Ph.D. OF AMERICAN FOREST GRAVEL DRIVE
MANAGEMENT, INC. 628 S, LAKESIDE DR., J _ _ - - - a._~ _ _ l4 - - - 15' ~
RALEIGH, NORTH CAROLINA 27606, is' ---..---------------------13.9-- 919 740-3509. 15' - - - - - --1~g--------F2.4 - 11'g- - - _
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SURVEYED BY CHARLES F, RIGGS & ASSOCIATES, INC. 12'---- - ~ - - --1a.D---10 11 _ - - EXCRVAIED-MATERIAL - _ - - kk n - - - - ~ ~ - - a. - _ - 10' O 1----__ ~ rc FMK - -~1- - - e' o sr
NORMAL HIGH WATER A5 DETERMINED BY ~ 1D'_._ _ _ _ _ __________vrsPOSAL-AREA -EXISTING - - _ 00 9'---- - _..__...---£9NTOt9R- TO"8E--- - o - - _ _ `EXCAVATED--" s ~ PROPOSED II 0
CHARLES F, RIGGS, P.L.S. L-2981, UTILIZING ~ s'-_----------------_- RANDOM NORMAL HIGH WATER LINE LOCATIONS A - ---8,4-----_ - - T _ _ _ _W000~OCK-------------- - - - - 5:2--- - s' B P{
AS FLAGGED OR DETERMINED BY JON GILES, ~ s'---------------------------------------------------- - 5'----------------------------------------------------- 5 - - 5' ~ ~ a . . _ . - 3,6 _ - _ - - 4' Z a~G A
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N = 282487.647 1 =30 E = 2471029.851 x 0,7 a x -4.3
ELEV. = 34,41 VERTICAL SCALE
1 "=10' / ~ NMP
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ALL ELEVATIONS RELATIVE TO NAVD 88. Ng6'15'00" 221.84° ESP J1 F' O ~ RIAgA,lgN -0,4x
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ECM =EXISTING CONCRETE MONUMENT (FOUND CONTROL CORNER ~ ) i ~
- / EIP - EXISI1NG IRON PIPE (FOUNb) A / ~ / ~ = eQ EXCAV TED AIERIAL / RV 1 1
EIR EXISTING IRON ROD (FOUND) / ~ ~ ~ PRpPOSED QRAVEL D 14 0• DISPOS AREA / 1 1 EMN =EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) / / I OSEO QRAVEL ORIV4 ~ "n~ I B l1 ` I i PROPOSED x 1~ QQAT~AM 28.~3:I ~ J3.5' I 23.4'
EPK =EXISTING PARKER-KALON NAIL (FOUND) CONTROL CORNER) ~ / ~ / ~ 80' x 8' D D OCK x-4,3
ERRS =EXISTING RAILROAD SPIKE (FOUND _ _ _ _ _ ~ / ~ MBL =MINIMUM BUILDING LINE ~ _PROPOSED VEHICLE & STORAGE AREA FOR AT RAMP PERMIT _ J 1
NMP =NON MONUMENTED POINT ~ ~ / ~ ~ / ~ ~ ' ' ~ -43 x TEMPORARY -0,8x GRAPHIC SCALE
R W =RIGHT OF WAY ~ ~ ~ ~ / ~ / / ~ ~/r~ / I / / / ~ ~ I c~~oy ~ LAaReA~NC x-a.z
SCM =SET CONCRETE MONUMENT (CONTROL CORNER) / ~ / SIP =SET IRON PIPE CONSTRUCTION LIMITS ~ ~ ~ ~ ~ / ~ ~ f wG~ ~ ' 30 0 15 30 80 120
SIR =SET IRON ROD / J ~ ~p~°~ ~
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CL =CENTERLINE uPLANDs / ~ ~ ~~~oe ' (IN FEET )
. / ~ I ; ~ CHANNEL WIDTH 84' g inch = 3Q ft. ' ~
. 1
SHALLOW BOTTOM IMPACT; 268 Sq,Ft.
A W T AND IMPACT: 406 S .Ft. ~ CO STAL E L S q ~ ~ N~ ,6 ~ 0 ~ ~x
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10' X 20' GAZEBO PROPOSED 10'x26'
134 L.F. OF 4' WIDE UNCOVERED GRAPHIC SCALE
RAILED BOARD WALK OBSERVATION DOCK
80 0 30 80 110 240
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( IN FEET )
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l~ 111114 L.L~ .J 1' . A ~ 1 U U r.7 (X. ri~~ V V l ri l t~ ~ 9 11 v V. ~~ro~raaatrg~~ Era FOR
r; r; p
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
P ! Y LAND PLANNING & COMPUTER MAPPING - JFF DATE: APRIL 9, 2009
30 JUN 1 5 20o . 9 502 NEW BRIDGE STREET DRAWN BY: J HELMS
-QUAitTY P.O. BOX 1570 114.49 ACRE TRACT OFF OF N.C.S.R. 54, C.S.R. 1545 FIELD BOOK: IND. PAGE:
JACKSONVILLE, N.C. 28541-1570 su COMPUTER:. WS 6LPROJ\5-02-16 CAMA.dwg
TELEPHONE: [phone] PIR mA® STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH TY, NORTH CAROLINA PROJECT NUMBER: 05-02-16
FACSIMILE:[phone]
E-MAIL: [e-mail] GUS HORNE ROAD SHEET I 0 F 3

Olp
FO~kSTONE ROAD
i1QTE
404 WETLAND LOCATION COMPLETED BY
STEVE COI.BERT, Ph.D, OF AMERICAN FOREST Q 2
MANAGEMENT, INC. 628 S. LAKESIDE DR., OP ~ RALEIGH, NORTH CAROLINA 27606, 2
919 740-3509. ~ / ' / ~ ) ~ / n
,f / SURVEYED BY CHARLES F. RIGGS & ASSOCIATES, INC, ~G~/ h FocrrSro~e Ro
P' / / Q 0/ ,
~ eJ / NORMAL HIGH WATER AS DETERMINED BY ~
C CHARLES F. RIGG5 P.LS. L-2981, UTILIZING ~ P /EMN NOW ~ , NOW OR FORMERLY NOW OR FORMERLY P~ A
RANDOM NORMAL HIGH WATER LINE LOCATIONS / ~Q / rV ~ MARJ( BY JON GILES P / DAN T. PARKER AS FLAGGED OR DETERMINED ~ ~ / ~ Q MARJORIE 0. MILLIS JS~~ ~eR Roan
MENT STATE OF ~ ~ ~ I 33x4 Mp DIVISION OF COASTAL MANAGE ~j ' / ~ D,B, 614, P. 130 3304 MANDALAY STREET SITE
NORTH CAROLINA, ~ ~ ~ / ~ A FAYETTE' • 4 / ~ S M.B. 14, P. 77 ~ 6 s\ ~ FAYETTEVILLE, NC 28303 y~4fR0. {
/ , 9 \ D.B. D.B. 439, P. 14
ALL POINTS SHOWN ARE SET IRON RODS SIR) UNLESS G' / ~ / ~A\ sA ( ~ y~ E NOTED OTHERWISE. / \ q / / F\ S ED MILLIS
/ \ s \ 741 KING ti 741 KINGWOOD DRIVE NW vlclNiTY sKErcH
/ \ ~ ~ SALEI BENCHMARK \ 6 'A SALEM, OR 97304 ~ Nor To gcA~E
„ „ ~ \ li ti NCGS MONUMENT SHORE NAD - 83 \ C' F
\ ~ N N = 282487.647 ~ Exis~ c \ Q END GF FENCE b
E = 2471029.851 \ ~ ASPHALT Post ELEV. = 34.41 NOW OR FORMERLY \ r a
sMN EXISTING DIRT CECIL J. PARKER oLO U4RE
& WIFE ~ \ FENCE
ALL ELEVATIONS RELATIVE TO NAVD 88. \ ~ MARY B. PARKER
ADJUSTED TO REFLECT A ~ XISTING DIRT ROAD 221.84
NORMAL LOW WATER LINE OF OA' D.B, 520, P. 162 E ~ 0 EXISTING DIRT ROAD NORMAL HIGH WATER LINE = 1.1' (WIDTH VARIES FRO 11 -19 9 I S 88'00'00" E , „ , , , „ > n , p N86°15'00'~E WATER WARD EDGE OF 88'00 00 E 403.92 S88'00 00 E S89°15 00 E S88°30 00 E S87'30 00 E 164.34 EIP G.7 x3'84 coasTAt WETLANDS ~
M.B, 14, P. 77 o , I ExISTINC ~ EIPN g0°00'00" E 392.70 S85°30'00"E S 89'45'00" E 423.12 t,ie~ 2,.30' t,~ 276,54' SIR 213.84' SIR 244.20' EIP_ ~ t, x
RCP - IMPERVIOUS SURFACE CULVERT - r ----•~-=fi F=-= ~'(~-~'i~ = _ _ _ _ _ _SlR- - ° - - L 0.4
TOTAL AREA ABOVE NORMAL HIGH WATER LINE; 3381417 Sq,Ft, (77.627 ACRES) (eROkEN) \ ~ ~ / VA E i ' ~ 1 ,~y %~r\~SIR Pry,n~';7 BOAT RAMP i ~L~"•'~J~' r /~r_----- ~ 131 a.3x 323 OF RAILED r, \i, 23 A,ti~ ~w GRASS PARKING i 17 MADE RAM BOARD WALK
77 S .Ft. / / \ 5 ALLOWABLE IMPERVIOUS• 3361417 x .12 - 405 0 q - 1 / \ \ / ~r < 6 \ SUB SURFACE ~ / ( \ \ ~ ~ / ~ v y. ~ ~ ~,~'s~~,i~;4 t0 sPACES , i ~;e__}_'e ~e 6 WIDE FOR DOCKING
STREET: 121220 Sq.Ft. EIP 1 \ 4' \ \ , % ; ~ \ \ \ ~~~",+eu Be~~u~ /iii \ \ f, 118+~~ L 9`.8,~, " ,e 4 uyy ,a1r~ iA~ 3 yi i I SWALE , , t,7 ~ ~4 u ee «e ,m s+ i : ; / x 2.4 OF 10 BOATS U i+ L'9`lB.1G84~ - ~ ~ 1 r''d\ v+'~y~,¢~I - \ ~ I i'i -0~3 8:1'~ + .~ye"tiZi ~ ` ' X30 ~ti -4~2
BOAT STORAGE AREA; 25913 Sq.Ft. ~ v 3 VA A BOAT RAMP; 1056 S ,Ft. \ \ \ i ~ ~ \ o a ~ (e'~ , q' F ~ ~ ~ \ 7 ~1 12011188 i 5 1B'
344 5 t, o ` ~ / \ \ L ~ i~ \ a L2 9 ~ 1203 . DO' `91 i1y412 GAZEB05: q 2 \1 i~ ~ ~ ~ 12'e1j4a ~ r °1 C2 emu" 1~8~91~~1.7b4 ~b 1B 22 ~`J' i ~K I~, 4~~~'d~ ~ -0~5
DWELLINGS & DRIVES. 257237 S .Ft. VO 0 q~ o \ ~ 8 X28 . \ 20 \
- 147 \ \ / \ ~ 1i• E i 46L1481?~ L2~9 \ \ \ \ AVERAGE IMPERVIOUS SURFACE PER LOT - 3215,46 Sq.Ft, , , ~ ~ ~ , , , ~ \ N, v>?.,y~ , \ 19 V1 \ O 1 1 /1 d`r 1 ~M ,'8 \ 25 ~ yMW3~^~j1Jiv`'~ 7 X2. , x 4,2
+1 ,1~ {''ak^~~~ I~ 27 1 26 ~,.3s.% ' 2,z
r, , ~ \VA 30 VA ,N i ~h. NMP
f f I \ ~v/i ) \ \ ENVELOPE \ / i~ i ~t r te4,t ~I _ MARSH \ +
32 \ ~',,21S,~0s RlCq y t801~ ~
\ < 12 / \ \ \ i i \ l l / ) v 4 / vv 32
I \ / / / / ~ / / \ \ \\4.490, ~~5 $^I ~e`_`_ r
Q\\\ 4, 7,1 a~'Ft. ~ ' ~aT NMP
~ 78 / / 14 / ; i 34 \ ? \ ~ •y~ COASTAZ°..• ~o a° M Tl?,,CANALS~ \8 ~ i~9 \~b° WETLANDS ` ~
~ ~ • ; ~ ~+i u,3 u,4 ® NMP
/ ~
a ~qeg 11 ~ ~/i ~\\e AELINEA~ °
\ 76 / / /~yo~ 11 ~ ` NMP X~X4 OWNERS
S \ ~ / ~ \ ~ / / > , ~~e 44 1111 45 46 ®°°°a NMP -p,g ALDERMAN SHAW COMPANY
F v/ / \ / 37 ~ ~ ~ i~ ^ \ O 11 ii---"'-`~i,`: ° NMP 11 ~ ~ ~ ; ZONED RA
~ \ ~ ~ \ \ 38 / \ \ //n\<\ 43 \~\i~~JLi'/ ~ °°°\MP Z~l~lNG SETBACKS v v v v~ ~ ~ 47 P~ -LO FRONT = 25' \ \ \ i""~ i N F ZONE "AE" ~ NMP
0 \ \ / / \ \ / \ ~ > \ \ \ ; , L________ ry,. ti ~ ~ x-3.7 REAR = 15'
\ / / / n\ \V// 39 / / 42 ~ 1 i r-'------"-~,,y3,. , ~ \ RASE ELE4l+~I` B'+2' x-3.g SIDE = e' , / \ \ \ J / h ~ ~ \ i 39 \ ? , / ( Ji ;~ry1 ~I \ -GS SIDE STREET = 20
v / / / ) \ / / / ~ J , ~ ~
//n\ \ 48 4p~,.~rya ~ Cp ~ c NMP 40 v ..w NI ~ WETLA ~ TITLE SOURCE
/ / 4~' / 49 ~o~' D.B. 1173, P, a66
\ ///O / 0~; / w3~ ` ~ NMP
\ / + ~ / \ \ \ \ arARSH`o TAX ?LRCEL LD.
\ \ / 69 \ \ / / \ \ \ ~ ` ° ° 0,7 761-37 \ / \ ,~A~' t_Sa_3 NMP x a y,,/
t6 - _ - 51 / V.t \ / / / \ \ M1 ° °
14 \ / ~ / ~ ~ / / ? \ , ~ ~ x n REFERENCE
11' - - 24 CULVERT... 67 / , , / , , ( use ° . .y D.B. 132, P. 79
9" ~ 07 9' ----••----,__......_----..._.._.._....-_-...-....._PROP9SEA_9SPHALT...---------.------ __....-,.y 8, II / 4 r - / O / ~ i O// ? ~!o I I ; C~ "l.. D.B~ 439, P< 14 / ~4%/ n \ 56 I I 57 r- ; ° D.B. 520, P, 162
0+ g a CUL RT 5 /y \ ~0, ~ ~ / / \ \ / / 53 / ti.' I I ///--t7es~~ ° ° ~ 'C D.B. 614, P. 130.
A _ . 6 - 'i . p i rrrrr \v ~ / \ //r_...~J''I J / + 0 D.B. 1173, P, 866 / ~ t3+e 11 \ u 58 ~ D.B. 1238, P. 742
`~0~ ~ ~ 66 O 11 55 ~ ° ~ ° M.B. 3, P. 144
z' ..................................__......--------.....-•---------........-EZfsriNa-GRADE--------- - 1
- _ ..........-W - - - Z------- x--.....---------------------------.....----...-----......._.------------..._......_--------.-..... \
-1' a _2~ _ - - - - --UPLANDS....._---..._..c -°---404 WETLANDS..------------ ° -UPLANDS.-•----a ---404 WETLANDS.--- ~--•-------------~P4AN.4~-°--•--------------------------------------------------...----------,----------- -4' ~ ~ r' R
4' - 6 ,~9 DQD i Dry ` w NMP
/ 64 ~n~~ 60 ~ ` NMP
HORIZONTAL SCALE ~ ~ lip, / / -1 I 1 \ \ \ i
1 "=40' ~ NOW OR FORMERLY MERLY 63 ~ I 62 11 ~BU,_°'~ o
vERTICAL SCALE SHELBERT PAUL CREEGH, JR ;REEGH, JR. II I1~ ~ ~ ° NMP
„ Q 1 =10 ~ ~ 3231 SPRUCE PINE BOULEVAF WETLAND DELINEA110N~1 ' A BOULEVARD I i ~~TiA~ s
i ~ ? ~ PROPOSED FILL ~a DAYTONA BEACH, FL 32124 ~ ~ 4. ~r FL 32124 Aq~~ I NMP
~ ~ 4643 Sq.Ft. D.B. 132, P. 78 1 ~ .78
~ I ~ 1 ~ ~ ~ ~ 0,106 ACRES gTtl~ ~i ? MOSQUITO CANALS°® \ NMP
I ~ I i 1 Q I ~ 23
I I ~ ~i i .r o~ ° NMP MAIN CHANNEL OF TURKEY CREEK
~ ( ~ I \ 9 UPLANDS i l~ I 404 WETLANDS , ~ ~ 9~' l , ~ o NOT SURVEYED, AND DIGITIZED FROM
22 w ~ ~ ~ WETLAND DELINEATION I i , , I \ ~ ~ ~ ~'ti, ~ ° ONSLOW COUNTY TAX OFFICE AERIAL ~
~ ~ \ ~ ,~r ~ , , 10' X 20' GAZEBO ~ MAPS.
, ~ ~ UPLANDS i~ ` ,~~~p 134 l.F. OF 4' WIDE ~
~i ~ ~ 404 WETLANDS WETLAND DELI E RAILED BOARD WALK NMP
v ? 10' X 26' UNCOVERED DECK ENT NMf~ ~ v NMP
' ~ ' `;F•ts9 ~,•y, ~ ~ 124 L125 '-4 _ _ L EIP
L€~EN.~
1' - _ r' n ~ ~ UPLANDS \ s\ MARSH ~ NMP CC =CONTROL CORNER ECM =EXISTING CONCRETE MONUMENT {FOUND)(CONTROL CORNER)
~ .0 11 A ~ as ~ ~ ~G \b EIP =EXISTING IRON PIPE (FOUND)
EDGE OF ASPHALT" ^ / + ~ ~O ``9~ EIR =EXISTING IRON ROD (FOUND) ~ NMP EMN =EXISTING MAGNETIC NAIL (FOUNO)(CONTROI CORNER).
~T EPK =EXISTING PARKER-KALON NAIL (FOUND) CONTROL CORNER)
S~~F ERRS =EXISTING RAILROAD SPIKE (FOUND F~~ \ MBL =MINIMUM BUILDING LINE
EDGE OF ASPHALT-' \ Op w F~,OF~~ ~ NMP NMP =NON MONUMENTED POINT
~ ~ / ti I ~ qtr l ral ~ ~b I 1 RW R W , / ~ r o ~ ~ S/\ RAW =RIGHT OF WAY
v ~ i 404 WETLA DS ~r / ~iy ` SCM =SET CONCRETE MONUMENT (CONTROL CORNER)
I ~ / / ~ \ N ~ a/ Hq~r Ga SIP =SET IRON PIPE SIR =SET IRON ROD
m ' ~ / P NDS I~r ~ U LA '~x2 SMN =SET MAGNETIC NAIL (CONTROL CORNER) -3' X 1.3 SPK =SET PARKER-KALON NAIL (CONTROL CORNER)
r` ( T~~ ~ r; ~ \ ti 2 '-`a. ~ =CENTERLINE
i ~ Sri V ~ /d~° ' S
' f ~'I!. i R W !h~ ~
UPLANDS ' GRAPHIC SCALE
GRAPHIC SCALE d b
40 0 20 40 60 160 200 0 100 200 400 g00
ILLUSTRATION ~r ~ p . (IN FEET ) ( IN FEET ) 1 inch = 200 ft.
ag~~ a incn
LAND SURVEYING -CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, TOPSAIL BLUFF ,U F DATE: APRIL 9, 2009
LAND PLANNING 8c COMPUTER MAPPING s ~ DRAWN BY: J HELMS
502 NEW BRIDGE STREET s ~ N.C.S.R. 1545 FIELD BOOK: IND. , PAGE:
P.O. Box 1570 9 114.49 ACRE TRACT OFF OF N.C.S.R. 1 JACKSONVILLE, N. C. 28541-1570 O COMPUTER: WS 6\PROJ\05-02-16 CAMA.dwg
LINTY, NORTH CAROLINA PROJECT NUMBER: 05-02-16
TELEPHONE: [phone] STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NOR FACSIMILE:[phone] GUS HORNE ROAD D
E-MAIL: [e-mail] • SHEET 2 0 F 3

~ .i
~ FaKSTONE ROAD 19rE TABIt 404 NETLANDS 11E 0E 11n 8.93 11E TIE 1343 47,99 .Z 11E i
iNIE 1E110iN BF.ARIt10 1172 14.82 S~ 7 '4 ' w44 13_44 .~7'.
0 P ~ THIS CERIIFlES THAT THIS COPY ~ THIS PUT ACCURATi].Y 0 i, PROFESSiONAI LAND U 55.04 1173 15.94 N1 ' 0'W 1745 58.86 Sg• ' LZ 109.70 6114 4.78 NO w48 39.16 8g
Q" DEPICTS THE 80UNDARY OF 1HE JURiSDlCTION OF SECTION 404 OF SURVEYOR, DO HEREBY CERTIFY THAT I HAVE ~eeNnn„sh WATER ACT AS DETETdMINFD 8Y THE UNDERSt;~lED ~ w 8.59 1175 34.01 N w47 64.26 V I(
ON IN ~ h THE CLEAN SURVEYED THE PROPERTY AS SHOWN HERE e® ii ANGE M 1HE LAW OIt~OUR ~ ~ THIS OATS. UNLESS THERE 15 A CH l4 13.33 1176 17.64 w48 54.39 08'I ' LS 26,42 1177 26.01 4'46• 1340 64.84
Gl ACCORDANT WITH THE STANDARDS OF PRACTI io REGUU110NS, THIS DETERMINA110N OF SECTIC~I 404 P ~ ~ RVEViNG tN NORTH CAROLINA. ~ ii T TO EXCEED Q ~ FOR LAND S'LI F ~ JURISOIC110N MAY BE REl1ED UPON FOR A PERI00 NO , l6 16.32 Li78 27.49 i' 1.350 35.n N6 ~ l7 7.7b 1179 25.67 w51 53,85 g' .
J RA OF dSl AS CALCULATED .~Y • Q THE ~ THIS DETERMINATION WAS MADE i Q ~ FlVE YEARS FROM 1HIS DATE. l8 16.92 L1e0 14.28 w52 43.90 4 ~ I
~ LATITU OEPAR IS. UTILIZING THE 1987 CORPS QF ENdNEERS WETLANDS pELINEATION 0 ~ ~ • l9 28.00 1181 30.64 4 w53 41.38 qp 110 IS.S6 1182 29.55 ws4 48.19 i
~ ~ : h = MANUAL ISOLATED W'TUWDS OR WATERS THAT ARE OUT OF / ~ ~ Q q : JURISDIC110N NAVE BEEN LABELED ON THE SURVEY, G CORPS ltt 18.07 UbJ 23.96 w55 5247 1'
Dc l rk ~ ti o , U2 19.79 1184 18.40 wse 41.70 LiJ 15.31 ' 1 1185 18.54 'W 1357 47.49 9 r ,y k~ ROAD
i ,F ~ ~ NOW OR FORMERLY , s Q?~. 614 17,26 1186 14.18 '4 ' 'W w5e 59.81 7 ' US 18.85 U87 2262 w59 25,28 •4 ' SITE i
s • 0 ~ C~ , ~?AN ~ DAN T. PARKER cy. ~ NAME I lib 25,52 1188 17.43 w60 4E.34 H CGS
G s , 614 P. 130 ( ~ U7 24.70 11b9 29.06 4 w61 77.04 OPHfRp, l18 21.70 1190 17.23 w62 36.57 ~
o S D.B. ~ I ~ AT THE SUBJECT PROPERTY IS LOCATED S M.B. 14 P. 77 THIS IS Tn CERTIFY TH ' d l19 25.75 li9i 27.59 1387 39.9E i
s ~ ' IN FL000 ZONE 'VARIES' _ VMICH ~ INED BY TWE ~ l20 2a50 1192 5,70 w64 ib.98 '4 ' J 121 23.48 6193 25.96 '4 ' w6S 49.48
'D; ~ A SPECIAL FLOOD HAZARD AREA AS OETERM (TITLE) 9Si4 G FEDERAL. ELIERGENCY MANAGEMENT AGENCY AND THE NATIONAL ~ 621 2215 6194 25.75 w66 39.21 'W VICINITY SKETCH I l23 1.60 1195 26.95 w07 24.90 NOT TO SCALE I
~ s f y FOOD INS<1<tANCE PROGRAM. COMMUNITY PANEL NUMBER 9 ti 624 7271 U98 15,14 wsa 30,56
`r o ~ .A ~ i / t2S 18,98 U97 17.52 1,369 3288 'W j / / L26 1&16 6198 JS.14 w70 31.81 'W o
N G F i s . / L27 15.64 1199 4,82 71 S1.JE I
~ ~ ~'J Q _ W OR FORMERLY NO 12b 19.56 1200 13.83 w72 2&21 I l29 27.45 1201 17.47 T 1.173 70,08 r48' I
w0 29.39 1202 15,10 W74 41.09 i wt 17.76 1203 15.55 w7S 36.29
W 0 MARJORIE 0. MILLIS R FORMERL SMN s ~ p r,~ AID#~ NO ~ ART w2 24,94 6204 19.92 w76 38.98 ' 9•W i
CECIL J. PARKER D.B. 439, P. 14 d~. ~ ~ ~ f w3 70.52 1205 7.12 7 1.377 34.96 •W i 13a 17.12 1206 23,50 w7e 42.60
& WIFE oq ~ ~ o I ws ta83 1207 27,7a w79 34,x2 r
MARY B. PARKER s ~0 E , S88'00'00'E '00°E N86°95 w6 19,s2 1208 14.07 w80 43.21 1" W ~ w1 19.70 r 1209 17.81 °1y lJBi a/,58 °5g' 9•yJ ,
162 f \ \ ~ S89"15 34 D,B. 520, P. ez S 88'0000 E 403.92 267.30 ak . • 0•276.5~r ~ • ~ . 164. aP h er 1 ~ ~ ~ co a S$8'30 00 E S87~0 00 E ~ , IP ~ wb 21.14 1210 9.64 wet 47.46 6 'a •
M.B. 14, P. 77 ~ ~ ~ 423.72 ao ~ Dra' qP 00 E 392.70 S85'30 00 E S 89 4500E _ • - - - + ~ w9 17.19 1211 14.51 we3 31.04 l10 17.83 6212 21.x7 w84 J9.Sb
N 90'00 _ _ _ a. ® ~ ~ ~ ~ ~ - - - -213:$4'_ . _244.20 - - ~ ~ - ~ -r - ~ SIR SIR pp u 1 641 27.16 1217 13.93 7 '4 ' w8S 51.65 l42 14.54 1214 6.59 w88 28.45
~~5.12-- R SIR ~ ~ BEPIT SIR EXISTING DIRT ROAD ~ UPLrNA4 L \ 643 20.23 1215 19.47 1387 3&40
144 14.98 12th i8.58 6 ~ 'W wee 40.45 '48'1 •W l4S {5.28 9' 1211 9.14 N W w89 48.18 ' 8'
~ 648 21.41 6218 14.n '4 'W w90 30.88 4 ' \ \ ~ ~ ` U7 2&20 1219 17.87 w91 45,72
NOW OR FORMERLY I e ~ ~ ~ , s„~ I o , i~rAOn sow c' ~ 1~ , ~ \ ~ l48 20.49 1220 2267 w92 38.92
BEECH JR. I o ~ ti. ,~to~° ~ SHELBERT PAUL C ~ ~ o ~ a ~ \ l49 1275 1221 1258 •W W93 39.13 LSO iQ25 1222 9.09 w94 41.16
D.B. 132, P. o v, I ~ a'd0'~ ~r ~ , o ® wt tb.43 1223 15.69 w9S 25.94 "
1Q liy I w t4 uoe \ \ l52 19.17 1224 17.08 ' w9a 1o1,sa * \ \ \ l53 25.44 1225 1281 9°4 'i W
soia .B. ~ it I t ~ >tiooD ~ + . 5 ~ (l lS4 20.56 1226 13.27
o v ~ to II \ ~ 17.22 1227 14.29 i 456 16.89 1228 11.96
(o w ~ ~ ~ ~ ~ ~ I I \1 1 157 tz» 1229 10.3o I LS8 17.87 1130 1230
s 1~ I r vs ~ II ~ ~ 439 11.73. 1231 15,53 I
o k o 11 I s' ~4 ~ ~sx ~ 11 I ( l~bi 9.36 1233 19.33 dRS$ J' d II ~ I l6a 19.03 1234 9.90
z y, ~ ~ 11 I ~ soul °c° ~ ~ case' O II J 183 19.36 1235 10.78
. ~ r 11 I ~ ~ cr sy 11 11 ~ I I /l ' I u5 a~b.n ' r •w 1w23~i ~o ~ ,o' ~
I 6. 11 Ott N I I ® / l66 18.64 123b 43.68
(I I ' / / lb7 20.93 1239 2621 7 ' lbb 18.77 1240 17.91 7
5 P ~ ~ AREA = 4987605 Sq.F~ / 114.500 ACRE ~ EI TOTAL ~ / ~ l69 14.70 1241 36.09 N i I ,
PLAND AREA = 3031377 Sq.Ft. / 69.590 ACRES ~ ~ 5 tuoD soNa a r° TOTAL U ~ ~ ~ e~ ~?uzox •~+t° 8. 11 11 / / / / 170 i6.4A 1242 24.80 / / / 171 25.51 1243 46.46 4 " ~
WETLAND AREA = 736723 Sq.Ft / 16.914 ACRES ~ ~ ~ ~ ~ TOTAL ~ ~ ~y' V' l72 21.2b 1244 28.77 " / / U3 23.13 1245 76.29 I ' I
AREA 1219505 Sq.F~ / 27.996 ACRES ~ ~,~s ~ MARSH ~ ~ 4, ` ` . ~ i . / ~ / L74 Sb.b1 1246 79.24 ~ t
e ` OPLUVDS ~ S ? \ WOOD 4 ~ ~ e ~ / l75 24.21 1247 27.44 1 + 1 / l76 46.00 1218 37.93 d
V7 27.15 N64 'W 6249 St.]8 N84 '39' I
` ` STAKE m'~Af ~ •B• / / ~ ~ e ~ ~ l76 63.12 L2S0 39.89 N 1• / ~ U9 2299 1151 71.20 -~i
a of ~ ~ d R ~ ~ ~ lb0 n.80 1252 37.os ANY APPROXIMATE COASTAL WETLAND DEUNEAt10N ' / let 17.57 1253 +0.07 OR APPROXIMATE MEAN HIGH WATER UNE SHOWN
t ~ " ~ / '~o ~ ~ ~.1t 6234 43.13 IS NOT CERIIFlED AND IS SUBJECT TO BOTH REVIEW 1
~ ~ ~ sacra ~ / / \ \ dk~1 / lea 1220 lass so.9o do FlNAL APPROVAL BY THE DIVISION OF COASTAL ' / le~ 10.41 'a 1256 1S.a6 ' 9• MANAGEMENT ANO THE U.S. ARMY CORPS OF ENGINEERS.
~ . r~ d ~ lbS 21.58 1257 40.76 N 4 ' 1 / lbb 14,64 1258 36.76
Wooo ~ 1 ~ ® ~ J J 187 IS.10 L1S9 40.89 N
STAKE p ~ I • 4" ~ I l88 25.89 °W L260 61.17 y ' f 189 2x77 N 44 126, Ss.7S r D1 t
® ~ ~ I : ~ 2,.'a: tit •r ' ^cs e:.t. .4,~ . ALGcRMAPu SH,4W i
® >oxv~ r+>r I ~ I L9i 1263 67.27 Ci;MPANY i ~ , I 692 A32 1264 4;.96 '
LINE TABLE BOUNOAR'f 011E ~ I LINE LENGTH BEARING ~ r I ` 193 3a19 1265 58.63 194 2A17 1268 56.75
J9.S4 0 1x+ U00 ~ ® 1fAR.SK 1 L401 So.Se ~ uer , ~ A ` 195 19.87 N La6t 55.87 t
e ~ J \ L401 71.JO \ N 1 ~ 196 19as uss sz4o •4' D.B. 1173, P. 866 ti 197 16.61 N 1289 N.04 1 I
L4oJ sass ~ ~ \ L404 65.50 ` I/ \ \ l98 21.64 , 4 1270 30.27 I , r 7~ 199 Zan 12n 21.98 ' '4 • TAX PAR .FI I D.
L40S 41.BD ` ~ ~ ~ d d \ Il 1t~ vr. ~ U00 27.00 1272 24.61 41 761-37
U08 40.18 OP6t1VD8 ~ I d \ ~ U07 85.60 dd 11 n 1101 27.99 1273 45.00 1102 18.04 1174 2241
L4~ 59.0.1 ~e ~ ,C dd ~ 'r P dd 11 L409 BJ.17 s dl ~ ~ uo3 1ae2 la7s as,e3 t 4e' ~'Ci1 \ 1104 3324 1278 75,38 B~~
" li e Lao a9.oo 0~ !1 ~ \ '7+ \ uos 36.0D 12n 38.45 1 D.B. 132, P. 78
un 7a1a , p upr•uros Id Id • 1.7J \ Lae 1J ~ 11 ~0 ~ / ltOE 17.15 1278 41.99 \ \ not 2a82 l2n 17ae D.B. 439„ P. 14
L41J 720J ~ ~ d dd ~ 1414 76.JJ ~ ~ ~ d d 1108 1165 w80 4o.s9 D.B. 520a P, 162
~ ~ d I j ~ L41S 71.14 ,O d d d dd L109 21.35 L289 33.16 8 ' D.B. 614, P, 130 l JJ ~ ~ u1o lzae 1262 19.03 4 D.B, 1173, P. 866 `
Lab 101.21 6 ~ ~ 11 L417 89.20 's ~ d d dd e ~ " i I J/ \ CY ~ 1111 27.85 L263 3210 D.B. 1238, P, 742 ltia 25.33 t2ba 7208 M.B. 3a P• 144
Laa m.17 d~ d 1 di JJ ~ UtJ 34,21 1285 29.83 6 4 ' 6'W M.B. 14, P. 77
. u1o e4.e4 g• f l 1420 120.97 ~ if ! d 1114 20.25 1 LZ86 34.20 JJ ~ 1115 2127 N 4' 1287 40.78 9 1' 'W
15x97 M~ d d , 1421 L~~d111DS ~ dd I dl 74.28 ~ 1 1421 109.42 d d I Id ~ 1116 17,34 !J JJ ~ ~ lm aa73
L42J d /l ~ ~ Ji ~ ~ 1~1e 2oaa 1290 41,63 , '1
La14 IJ9.Oa NIOW OR FORMERLY I /t ~ I 1 1J6.S7 ~ I 11 l . `415 ~ p~RT PAUL CREECH, JR. II o 1 JJ \ ~ uio 2~,i.i~ ~i 3~s.si
1426 54.08 SHELB ~ ~ d I I 11 427 75.10 w dl I JJ JI ~ ~ ua1 12aa 1293 26,38
L D.B. 132® P. 78 It I 11 Lose 7a4a ~ 1 i I/ J ` u2a azol 129a 29.61 4 ' A 1295 34.31 Jf JJ ~ 1 Lt24 21.OS 1298 34.80 •4 '
L419 76.n 11 1 lUl?38 dl i . ~ 1 L4JO 4x14 ~ 11 dd dd I
tpr~x~s ~ 11 ! 11 dl 1 J JJ ~ I i4u " t, , ~ +b,ee 4. ALL POINTS SHOWN ARE SET IRON RODS (SIR) UNLESS
~ ~ 11 1 11 11 dl id 11 JJ JJI II u27 3b,42 •4e' 1299 se,ss N •s<'pg NOTED OTHERWISE. U28 21.24 Ni '4 ' w~ 47.40 N86'4 'S2 1ECtENQ
/d Id it a a JJ JJI II 1129 a6.4b •w wm 45.54 N3B°Ir 1 SET CONCRETE MONUMENT CONTROL CORNER
• N dl °~l . Ff a /d Il /I o 11 ~Il y J ~ J I ii u~ 1302 51,10 41 't ' SCM = 6303 ae.s2 7 ' s• SPK =SET PARKER-KALON NAIL (CONTROL CORNER),
/d 11 /1 ~ / 1 J ( 1132 a.4o 1704 39.99 ' rW SIR ¦ 5ET IRON ROD JJ JJ i II u33 29.01 wpS eg,~ SIP =SET IRON PIPE
3 11 1 1 . dl 1 11 1 . I/ I I 1 u31 124o woa bo.n N '4 ° SMN =SET MAGNETIC NAIL (CONTROL CORNER) (CONTROL CORNET; ' J JJ ~ If u3s 2s.s3 wo7 424s EIR = EXISTING IRON ROD (FOUND)
~l d I 1 JJ ( JJ u3e 2x'15 w08 61ab ECM = EXISTING CONCRETE MONUMENT (FOUND) (CONTROL CORNED;
JI I I ! BENT C / I ~ JJ 1J J J~ 113b i%1s 1 r 1~31o assn ~'4 . EPK ¦ EXISTING PARKER-KALON NAIL (FOUND) (CONTROL CORNED]
aP / 11 t I ~ I~ d i l~ ~N I i t l/ i i J~ ( J U3o 3a28 ' t wn 58.35 2 ~g' •W EIP ¦ EXISTING IRON PIPE (FOUND)
l~ d ll. J J u4o 13.41 °w w1a 26.Te N7 9' EMN ¦ EXISTING MAGNETIC NAZI (FOUND) (CONTROL CORNER) ' 3B JJ ~J J , 1142 35. a w13 39,e9 N R/W a RIGHT-OF-WAY ~
I ~ d! a~sx Id Il II w1a 37.90 1 ~ CENTERLINE J iJ l J 1113 21,03 w1s ss.2o MBL =MINIMUM BUIU)ING LINE
~ 11 ~ /d JJ J / ~ ua 30.24 w16 sa.ea N/F =NOW OR FORMERLY
Id ~ ~ . f 1 i 4 ~ ~ 1 ~ J ~ J l ~ u4`sb ie.~e 4 wn 4e,66 C.C, ¦ CONTROL CORNER wte 43.64 D.dc U.E. ¦ DRAINAGE do UTILITY EASEMENT
~4 J J / 1111 1x73 wig 56.56 ~J, =POWER UNE$ 1148 2e.J7 ~'f~"'li~"' ~ ~
I ` 11 Il ~ JJ f J l / 1149 2a66 ' 'W wet s3~92 1 •4 ' "'~-K- = 4' CHAIN LINK FENCE 1
~ ~ Id ~ Id l1 JJ IJ/ l u5o alas N w2a 76.n Sst ' 'w i iJ J/ ~ ust t4,eo r w2s 2sa6 r1s'w 1
Y 1132 25,31 w24 4256 r 1'W f ~JJ Y us3 tta2 w2s 22st
~1 ll~ / US4 8.55 N w28 48.51 N841' 1J\` / uss ta9o w27 se.bt
~r ov d \ / usd 18.82 w28 51.98 ~ ,
List 25,83 w29 13.61 '1
/ / U56 16.06 LJJO 27.89 / / 1139 14:90 wit e5.0.1
U80 16.93 w32 42.84 ~ ~ / / 1181 20.49 w33 51,88
/ / uba 2a.as w3a lob.t6 4
/ / 1163 14.82 ' ~8' ` w35 11.27 54b,0'S9'W GRAPHIC SCALE uba ta.bb w3e 9.09 ',~'w
/ / LIDS 21.41 8 wJ7 50.42 N 1'
/ ~ / / 1106 18.99 1Y w3b 45.26 i• ~ D 10o- 200 400 ~ / 1167 38,90 1339 48.70
• i 1168 27.59 w40 50.64
/ 1169 21.31 4' w4t 49,31 1170 25.19 wag St.80 (nj pp,T,.p 1 I
_ T* T ~v
CHARLES F. RIGGS BC ASSOCIA'fLi~i, 11V1.. BOUNDARY SURVEY do WETLAND MAP FOR NOTE.", 1 inch - 200 m
W-TLIAND LOCATION COMPLETED BY
LAND SURVEYING -CONVENTIONAL & GLOBAL POSITIONING SYSTEbfS, STEVE COLBERT. Ph.D. OF AMERICAN FOREST f
LAND PLANNING & COMPUTER MAPPING ALDERMAN SHAW COMPANY MANAlGEMENT, INC. 628 S. LAKESIDE DR., DATE: APRIL 18, 2005
202 wARUCK STREET 114,500 ACRE TRACT OFF OF N.C.S.R. 1545 RALEIIGH, NORTH CAROLINA 27606, DRAWN BY; EnN(P~7,l,I, ~
P.O. BOX 7570 [phone]. FIELD BOOK: IND. PAGE: o CHECKED BY.
JACKSONVILLE, N.C. 2 8547-1 570 STUMP SOUND TOWSHIP, ONSLOW COUNTY, NORTH CAROLINA SURVEYED BY CHARLES F. RIGGS & ASSOCIATES, INC. COMPUTER:,W~WS_ 3~PRpJ
FgCIM~tE:[phone] GUS HORNE ROAD PROJECT NUMBER: 05-o2-1s
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