20130463 Ver 1_CAMA Permit Application_20130501

20130463
AZ4x*'-AA'
WDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
April 29, 2013
MEMORANDUM:
TO: Karen Higgins
401 Oversight
DWQ - Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA Major Permit Application Review
Applicant: Richard & Linda Baker
Project Location: 116 Great Oak Dr., adjacent to the AIWW, in Hampstead, Pender County
Proposed Project: to create a 7 -slip docking facility at the terminal end of existing facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doug Hu_a-cett at the address above by May 23, 2013. If you have any
questions regarding the proposed project, contact Jason Dail at (910) 796 -7215, when
appropriate, in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] \ FAX: 910 - 395 -3964 Internet: www.nccoastalmanagement.net
An Equal Opportunely \ Affirmative Action Employer

1.
2.
3.
4.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Richard and Linda Baker
LOCATION OF PROJECT SITE: 116 Great Oak Drive, adjacent to the Atlantic Intracoastal
Waterway (AIWW), in Hampstead, Pender County.
Photo Index - 2006: 22 -7434, O, P -10 2000: 22 -284, O, P -10 1995: 22 -267, O, P -17
State Plane Coordinates - X: 66889 Y: 729239
Lat:34 °20'45.261 "N Long: 77 °41'58.800 "W
INVESTIGATION TYPE: CAMA ROVER FILE # - N-040261 OA
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 4/26/2013
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 4/24/13 (Complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - Single - family residence, pier and platform
Planned - seven (7) slip docking facility.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7.
8.
HABITAT DESCRIPTION:
[AREA]
DREDGED Fii,I.F.D OTHRR
(A) Vegetated Wetlands (Mixed coastal &
404 -type)
(B) Non - Vegetated Wetlands
816 sq. ft.
(Open water)
(incorporated)
(C) Other
(D) Total Area Disturbed: 816 sq. ft. (0.016 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA -ORW Open: Yes
PROJECT SUMMARY: The applicant proposes to create a seven (7) slip docking facility at the
terminal end of the existing pier and platform.

Richard and Linda Baker
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 116 Great Oak Drive, adjacent to the AIWW, in Hampstead, Pender
County. To locate the property from the WIRO office, drive north on NC Highway 17, turn right at
Headwaters Drive. Follow Headwaters Drive approximately 0.8 miles to Overlook Drive. Turn left on
Overlook Drive and follow it to Northline Drive near the end of the road. Turn right on Northline Drive
and follow it to the end. Turn right on Great Oak Drive and the property will be located on the left at
house number 116.
The property consists of a 1.0 acre parcel that is situated on land that is approximately 20 feet above
mean high water (MHW) and is vegetated primarily with lawn grasses. A single - family residence
occupies the highground portion of the property. The shoreline is stabilized by lawn grasses mixed with
coastal and 404 -type wetlands, and measures approximately 193 linear feet in width. Groundsel bush
(Baccharis halimifolia) and Bulrush (Scirpus spp.) are among the species that vegetate the area
immediately waterward of the Coastal Wetland. Waterward of this transition zone, Smooth Cordgrass
(Spartina alterniflora), intermixed with Glasswort (Salicornia spp.) and Sea Lavender (Limonium
carolinianum), span along the tidal flat a distance of approximately 170' before reaching the open water
area of the AIWW. The width of the waterbody measures approximately 600' from marsh to marsh. The
existing pier and platform extend approximately 135' into the waterbody from the edge of marsh and the
platform is located approximately 82' landward of the federal channel setback. Submerged aquatic
vegetation (SAV) is present between the marsh and the platform, although SAV was not observed within
the expansion area during DCM's latest site visit (4/26/2013).
The existing pier and platform was permitted in 2008, under GP #52065, and consists of a 6' x 145'
elevated pier and 14' x 16' "L- head" shaped platform. Currently, water depths in the vicinity of the
existing platform range between -1' and -2', relative to Mean Low Water (MLW).
The waters of the AIWW are classified SA -ORW by the Division of Water Quality. The project area is
NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and is
OPEN to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to create a seven (7) slip docking facility waterward of the existing pier and
platform. According to the work plan drawings, the applicant proposes to install a 12' x 30' floating
dock immediately waterward and perpendicular to the existing platform. As designed, a 6' wide
aluminum ramp would extend beyond the existing platform, in alignment of the existing pier. The ramp
would extend to the center of the floating dock, dividing the docking facilities into two uniform areas.
Two boatlifts, each measuring 12' x 13', would be located on opposite ends of the float, or along the
northeast and southwest sides. Two floating finger docks, each measuring 2' x 6' would be located along
the landward side of the proposed floating dock, between the proposed aluminum ramp and the proposed
boatlifts. These two finger docks would provide access to the four (4) proposed jet -ski lifts that would
also be installed along the landward side of the floating dock. As stated in the application package, a
total of seven (7) boat slips are being proposed (three boatlifts and four jet -ski lifts). According to the
site plan drawing, the proposed docking facility would be located just landward of the existing pier -head
alignment, approximately 25' -30' landward of the Federal channel setback. Water depths in the vicinity
of the proposed docking facility range from approximately -1' to -2.5', relative to the Mean Low Water

Richard and Linda Baker
Page 3
level.
It should be noted the applicant's proposal would extend as far waterward as allowed based on the
existing pier -head alignment. Also, based on the work plan drawings, the applicant's proposal is located
within his riparian corridor, outside of the 15' setback and within 1/4 of the width of the waterbody. The
applicant did not require a waiver from neither neighbor for the proposed development.
10. ANTICIPATED IMPACTS
The proposed docking facility would result in the incorporation of approximately 816 square feet of
Estuarine Waters and Pubic Trust Area. Although no SAV was observed within the project area, site
conditions did not permit a conclusive determination as to whether there would be any impacts to SAV
(due to limited visibility resulting from turbulent and stained water).
The proposed development would be located outside of the adjacent 15' riparian corridor setbacks on
both sides and would be constructed outside of the federal channel setback, within 1/4 of the width of the
waterbody .
Submitted by: Jason Dail Date: 4/29/2013 Office: Wilmington

CHARLES F. RIGGS & ASSOCIATES, INC.
Charles F. Riggs, P.L.S L -2981
James A. Lewis, P.L.S. L4562, S C # 27741
Kenneth E. Johnson, P.L.S. L4925
Corporate License (C -730)
Baker Dockage Narrative
Land Surveyors
502 NEW BRIDGE STREET
P.O. Box 1570
JACKSONVILLE, NORTH CAROLINA
TELEPHONE: [phone]
FACSIMILE: (910) 455 -9033
E -MAIL: [e-mail]
Wilmington Office:
101 Scotts Hill Loop Road
28541 Wilmington, N C. 28411
(910) 681 -7444
Richard M. Baker, III and wife, Linda S. Baker purchased 116 Great Oaks Drive on May 27, 2011 as recorded
in Deed Book 3928, Page 132 of the Pender County Registry. The property consists of a two story wood
dwelling on crawl space and concrete slab and concrete drive with a 5.6' wide walk/pier and 16.4' x 13.8' dock
at the terminus. This dock is sufficient to handle two boats, one on the east and west of the dock; however, the
water depth at this location during mean low water is 1.0 feet. The walk/pier and dock rest within Topsail
Sound and are located adjacent to the Atlantic Intracoastal Waterway. The property is located in Topsail
Township, Pender County and lies within the Pender County Planning Jurisdiction. The property lies within the
Cape Fear River Basin.
The Bakers propose to convert the existing 16.4' x 13.8' dock to a gazebo, construct a 12' x 30' floating dock
with a 6' aluminum ramp from the gazebo to the floating dock, construct two 12' x 13.8' boat lifts on each end
of the floating dock and construct two 2 -unit jet ski lifts on the landward side of the floating dock. The proposed
location of the floating dock and boat lifts would provide 3.0 feet of depth at mean low water.
All proposed activities are consistent with CAMA regulations and do not infringe or interfere with the
adjoiners.
1. 4ECEIVE
,APR 2 42613

WFUCA1011 for
Nalor Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
N/A
Baker Dockage
Charles F. Riggs & Associates, Inc.
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 1: First Name
Richard
M.
Baker, III
Charles
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 2: First Name
Linda
S.
Baker
N/A
If additional applicants, please attach an additional page(s) with names listed.
N/A
Mailing Address
PO Box
City
PO Box
State
116 Great Oak Drive
State
Hampstead
NC
ZIP
Country
Phone No
ZIP
FAX No
28443
USA
910 - 545 - 3031 ext.
N/A - -
Street Address (rf different from above)
City
State
N/A - -
ZIP
N/A
N/A
N/A
N /A-
Email
N/A
[e-mail]
Street Address (if different from above)
City
2. Agent/Contractor Information
Business Name
Charles F. Riggs & Associates, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Charles
F
Riggs
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 -0877 ext.
N/A - -
ext.
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
dggsland @bizec.rr.com
�
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APR 9, =t 4613
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pender
Great Oaks Drive
N/A
Subdivision Name
City
State
Zip
Deerfield
Hampstead
NC
28443 -
Phone No.
Lot No.(s) (d many, attach additional page with list)
910 -455 - 0877 ext.
30, 1 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
AIWW- AileAtie, c
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
AIWW -AWRiie -Gesell
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
Pander County
4. Site Description
a Total length of shoreline on the tract (ft.)
b Size of entire tract (sq.ft. )
45,546 Sq. Ft Above AMHWL.
-./, I 3t
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (nomtal high water) or
N /A, I
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
14.5' ®NHW or ❑NWL
e. Vegetation on tract
Marsh Grass
f Man -made features and uses now on tract
Two Story Wood Dwelling on Crawlspace and Concrete Slab, Existing 5.6'x 193.62' Wood Walk/Pier with 13.8'x 16.4' Dock
g. Identify and describe the existing land uses adjacen to the proposed project site.
Great Oak Drive to the North. Single - Family Home to the East and West. Sound and AIWW to the South.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R -20C
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. 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?
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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.
Existing Septic System Serves Existing Dwelling
o. Describe existing drinking water supply source.
Pander County Water Serves Existing Dwelling
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 ❑PubliclGovemment
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Boat Dockage Will Allow Resident to Enjoy Boating Activities and Insure the Safety of the Boats and Jet Skis from the Wake
of the Atlantic Intracoastal Water Way by Utilization of the Lifts
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.
Barge Used for Setting of Boat Lift Piles and for Placement of Floating Dock. Standard Construction Methods for
Construction of Gazebo. Barge to be Docked at Existing Dock.
d. List all development activities you propose.
Conversion of Existing Dock. The Bakers Propose to Convert Existing 16.4'x 13.8 Dock to Gazebo, Construct 12'x 30'
Floating Dock with 6' Aluminum Ramp from Gazebo to Floating Dock, Construct Two 12' x 13.8' Boat Lifts on Each End of
Floating Dock and Construct Two 2 -Unit Jet Ski Lifts on the Landward Side of the Floating Docks.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? N/A ❑Sq.Ft or []Acres
g. Will the proposed protect 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.
Any Discharges would be Stormwater and Sheet Flow throughout the Property.
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
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonal 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) — (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 Zofia M Lisiewicz Phone No.
Address 114 Great Oak Drive, Hampstead, NC 28443
Name Donald S. Robinson Phone No.
Address 118 Great Oak Drive, Hampstead, NC 28443
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract Include permit numbers, perrnittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
L 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. CerNication and Permission to Enter on Land
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 _04/03/13 Print Name Charles F
Signature
Please indicate application attachments pertaining to your proposed
❑DCM MP -2 Excavation and Fill Information 01
❑DCM MP -3 Upland Development
®DCM MP-4 Structures Information
and Culverts
>t,_ D
Agri ? 4 '2u-i3
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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
a. (i) Is the docking facilely /marina:
❑Commercial ❑PublicJGovemment ®Private /Commundy
c. ( Doclk(s nd /or pier(s)
(ii) Number
One
(iii) Length
30'
(iv) Width
12'
(v) Floating
®Yes ONO
e. (i) Are Platforms included? []Yes []No
If yes:
(ii) Number One
(iii) Length 30'
(iv) Width 12'
(v) Floating ®Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
! i-
(ii) Number of slips existing
None?
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
❑Other; please describe.
k. Typical boat length: 6' - 32'
m. (i) Will the facility have tie pilings?
❑Yes ONO
(ii) If yes number of tie pilings?
[3 This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ONO
d (i) Are Finger Piers included? ❑Yes ONO
If yes.
(n) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (Q Are Boatlifts included? ®Yes []No
If yes:
(ii) Number 4'
(iii) Length 13.8' and 6'
(iv) Width 12' and 4'
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:
® Other, please describe:
Boat and Jet Ski Lifts
j. Describe the typical boats to be served (e.g , open runabout,
charter boats, sail boats, mixed types).
Mixed Types
I. (i) Will the facilely be open to the general public?
❑Yes No
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APP S 4 cUQ
revised: 12127/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This 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-
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 oft
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?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
C)S I r. 6111_ 11 ?1� J i 1\1C
m Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No APR) ; LUIU
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Form DCM NIP -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
(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 manna/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/Govemment ❑Private /Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dnpline 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.) ®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 ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private /Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b• Number
d. Description of buoy (color, inscription, size, anchor, etc )
A
a 1E.. + ✓�..d ti=— D
VVIL�,�111-,G -ON, NC
APR 2 3 26'13
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Form ®CM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
25' and 91' 179' and 932'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
880'
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.
d. Water depth at waterward end of structure at NLW or NWL
3'
18. OTHER []This section not applicable
a. Give complete description:
The Bakers Propose to Convert Existing 16.4'x 13.8 Dock to Gazebo, Construct 12'x 30' Floating Dock with 6' Aluminum
Ramp from Gazebo to Floating Dock, Construct Two 12'x 13.8' Boat Lifts on Each End of Floating Dock and Construct Two
2 -Unit Jet Ski Lifts on the Landward Side of the Floating Docks.
April 3, 2013
Date
Baker Dockage
Project Name
Richard M. Baker, III and wife, Linda S. Baker
Applicant
Applicant Signature
r -1
4Ph1 z LUIS
4
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Map
Page 1 of 1
Scale: 1:200 QD 00tt"I/
PIN: 3291 -29 -4526 -0000
PLAT:00130059
NAME: BAKER RICHARD M III et al
ACCOUNT: 937595.000000
ADDR: PO BOX 818
TOWNSHIP: 102
CITY: SNEADS FERRY
TNSH DESC: TOPSAIL
STATE: NC
ACRES: 0.93
ZIP: 28460
LAND VALUE: $427,200.00
PROPERTY ADDRESS: 116 GREAT OAK DR
BUILDING VALUE: $333,966.00
PROPERTY DESCRIPTON: L 130 PB 13/59 PT TR
TOTAL VALUE: $761,166.00
B DEERFIELD GREAT OAK DR & SOUND
DEFERRED VALUE: $0.00
DATE: 5/27/2011
SUBDIVISION: DEERFIELD
SALE PRICE: $677,000.00
ZONE: SEEMAP
TAX CODES: G01 F29 R40 S63
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I, CHARLES FRANCIS RIGGS . PROFESSIONAL � �y-
SURVEYOR, DO HEREBY CERTIFY THAT S 1 H W SEAL F'
SURVEYED THE PROPERTY AS SHOWN HEREON IN L -2981 •
ACCORDANCE WITH THE STANDARDS OF w �
FOR LAND SURVEYING IN NORTH CAROLIN -l�' C�
THE RATIO OF PRECIS ON AS CALCULAT�� `Y•;• SURJ�: '•
LATITU D EP RES IS: S ''••••''• 5�,♦
THIS .S TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE VARIES WHICH IS
A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, AND THE, NATIONAL
FLOOD INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370344 37203291003' FEBRUARY 16 2007
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER —KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL = MINIMUM BUILDING LINE
NMP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
SCM SET CONCRETE MONUMENT (CONTROL CORNER)
SIP 1= SET IRON PIPE
SIR SET IRON ROD
SMN SET MAGNETIC NAIL (CONTROL CORNER)
SPK SET PARKER —KALON NAIL (CONTROL CORNER)
CENTERLINE
® WATER METER.
fi FIRE HYDRANT
M WATER VALVE
s5 = SANITARY MANHOLE
c0 = CLEAN OUT
PH = TELEPHONE PEDESTAL
try = TELEVISION PEDESTAL
> = LIGHT POLE '
c'(b = POWER POLE
4 = POWER LINE
R/W
\ CA INTERSECTION OF
GREAT OAK DRIVE do
ECM EAST CREEKVIEW DRIP
EIR
\ 9 q a�
/
SCM
\ et 1ST
eel .01 s EIP
SMN 29`. TELEPHONE
�* N PEDESTAL
j.
W
n
o.
\ � it'd � ..'��:i.; •.r�i''•'•'�^.:�
Z �7 ✓ .
y 16.85' 31.17'
N 4 SMN Sa7'21'36 "E SCM
i7 BENCHMARK �.
ZONED R -20C , � \
ZONING SETBACKS \ 1
FRONT = 30'
REAR = 25' `th
SIDE = 20' \ G \Gr\ 9',
� T
OWNED ✓ ��
RICHARD M. BAKER \
& WIFE \
LINDA S. BAKER \
TITLE SOURCE \
D.B. 3928, P. 132 \
TAX ID
3291 -29- 4526 -0000 \ R/W
R/W
REFERENCES
D.B, 3928, P. 132
M.B. 13, P. 59
't=
BENCHMARK: SMN
ELEVATION: 16.85'
DATUM: NAVD 88
VERTICAL DATUM OBTAINED WITH
TOPCON GRS USING N.C.
GEODETIC CONTINUOUS
OPERATING REFERENCE STATIONS
MAP ELEVATIONS ADJUSTED TO
REFLECT A MEAN LOW WATER
ELEVATION OF 0.0'
APPROXIMATE MEAN 2.9'
HIGH WATER LINE
-5.0' -6.0'
CURVE #
LENGTH
RADIUS
CHORD
BEARING
i
PROPOSED GAZEBO
684.89'
°o
OVER
PROPOSED PROPOSED
a
EXISTING DOCK
ALUMINUM BOAT LIFT
o
RAMP
PROPOSED
FLOATING DOCK
EXISTING W000 WALK 7.2'
— —
0'
— — — — —
— — — — — -
-1.0'
2.0' -3.0'
EXISTING
PROPOSED
GRADE
JETSKI LIFT
APPROXIMATE MEAN 2.9'
HIGH WATER LINE
-5.0' -6.0'
VICINITY SKETCH
/3Q Nor TO SCALE
ADJp�ER S ,xlsn G
NOW OR FORMERLY � PIER- - ---
ROBINSON k
D.B. 1804, P. 89 co
LOT 12.3 v
118 GREAT OAK DRIVE
HAMPSTEAD, NIC 28443
Z
NOW OR FORMERLY
ROBINSON
D.B. 1037, P. 302 zip
LOT 129�� /
118 GREAT OAK DRIVE > p
HAMPSTEAD, NC 28443
FLOOD ZONE "VE" Z /
FCpp (ELEVATION = 1''6.0 +2) mlZ_
Zoq\ FL 0 z` N� 1 y�
N, q£ a / l
,� 72 0 NOTE,
`0� X2� I \ EIP //
R
S5�'07145 „E =j` 73.50 " t WIDTH OF WATER BODY = 600' I
\ O EIP -- mum ,r m S41 *12'30 E 529.29' / 7 doom �i ®®
SCM ' S6� p �O I S ?sys .23" / ?6. ®... .......
FLOOD ZONE "X" \ � E ARIA / ...... NMP
N CORRIppR %
0 SCM Q
LOT 130
° 6 AC RES I ! II \
1 046 cn i
ABOVE AMHWL I o ii \ W d
N / '� WOOD
/ PLATFORM /
i �
TOPSAIL SOUND
.A 40' \ / n
jq
CANTILEVER �� 15'
EXISTING
TWO STORY WOOD
*b F ON CRAWLSPACE At
CONCRETE SLAB
a \ PROPOS ED 8p°Ppgto '2'•
a ID CANTILEVER 12.2' \ I ! I S46'b9'OI *E 127.69' ' S3y3p4s•E �'' 1�A LIFE LIFT r 3
':' ,. a'' O 0 1 12.2' � \ EXISTING WOOD WALK/PIER
t,�tp wood G �ROp 5
�:: i,, +• "' .iJ.; \ I p pSED � ! tK !
yy
P
ROPOS
D
-'r 2
.: •a 1 I 1
7
� Z 8 2
1
GA EB 6
tf •
e
r
•r� I
R
P. 'p44. SKI LI a.
__ — — — -- — — >' 'i:i.,Ae' '# °• : — 20' SE78ACK ( I ` I Frs 1
BOA rp0UFCrl)
17 ,,aro.a.,:.,,:,,;x,r,,,;, SCMI \ I II • �, II Il l28• �
128.45' 96.56' 79.99' / V
43 °41'00 "W 305.00' EIP \ N43 °41'00 "W 457.00' / NMP /
yes.
zs
NOW OR FORMERLY I �� I4
LISIEWICZ
D.B. 643, P. 74I� /
LOT 3 /
"A PORTION OF TRACT C"
M.B. 13, P. 59
114 GREAT OAK DRIVE
HAMPSTEAD, NC 28443 /
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
i
80.09'
684.89'
°o
N25 °34'00 "E
VICINITY SKETCH
/3Q Nor TO SCALE
ADJp�ER S ,xlsn G
NOW OR FORMERLY � PIER- - ---
ROBINSON k
D.B. 1804, P. 89 co
LOT 12.3 v
118 GREAT OAK DRIVE
HAMPSTEAD, NIC 28443
Z
NOW OR FORMERLY
ROBINSON
D.B. 1037, P. 302 zip
LOT 129�� /
118 GREAT OAK DRIVE > p
HAMPSTEAD, NC 28443
FLOOD ZONE "VE" Z /
FCpp (ELEVATION = 1''6.0 +2) mlZ_
Zoq\ FL 0 z` N� 1 y�
N, q£ a / l
,� 72 0 NOTE,
`0� X2� I \ EIP //
R
S5�'07145 „E =j` 73.50 " t WIDTH OF WATER BODY = 600' I
\ O EIP -- mum ,r m S41 *12'30 E 529.29' / 7 doom �i ®®
SCM ' S6� p �O I S ?sys .23" / ?6. ®... .......
FLOOD ZONE "X" \ � E ARIA / ...... NMP
N CORRIppR %
0 SCM Q
LOT 130
° 6 AC RES I ! II \
1 046 cn i
ABOVE AMHWL I o ii \ W d
N / '� WOOD
/ PLATFORM /
i �
TOPSAIL SOUND
.A 40' \ / n
jq
CANTILEVER �� 15'
EXISTING
TWO STORY WOOD
*b F ON CRAWLSPACE At
CONCRETE SLAB
a \ PROPOS ED 8p°Ppgto '2'•
a ID CANTILEVER 12.2' \ I ! I S46'b9'OI *E 127.69' ' S3y3p4s•E �'' 1�A LIFE LIFT r 3
':' ,. a'' O 0 1 12.2' � \ EXISTING WOOD WALK/PIER
t,�tp wood G �ROp 5
�:: i,, +• "' .iJ.; \ I p pSED � ! tK !
yy
P
ROPOS
D
-'r 2
.: •a 1 I 1
7
� Z 8 2
1
GA EB 6
tf •
e
r
•r� I
R
P. 'p44. SKI LI a.
__ — — — -- — — >' 'i:i.,Ae' '# °• : — 20' SE78ACK ( I ` I Frs 1
BOA rp0UFCrl)
17 ,,aro.a.,:.,,:,,;x,r,,,;, SCMI \ I II • �, II Il l28• �
128.45' 96.56' 79.99' / V
43 °41'00 "W 305.00' EIP \ N43 °41'00 "W 457.00' / NMP /
yes.
zs
NOW OR FORMERLY I �� I4
LISIEWICZ
D.B. 643, P. 74I� /
LOT 3 /
"A PORTION OF TRACT C"
M.B. 13, P. 59
114 GREAT OAK DRIVE
HAMPSTEAD, NC 28443 /
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
Cl
80.09'
684.89'
80.04'
N25 °34'00 "E
CHARLES F. RIGGS ASSOCIATES, INC. (C -730)
LAND SURVEYING — CONVENTIO AL do GLOBAL POITIONING SYSTEMS,
LAND PLANNING COMPUTER MAPPING
5D2 NEW BRIDGE STREET
P.O. BOX 1570 101 SCOTT'S HILL LOOP ROAD
JACKSONVILLE, N.C. 28541 -1570 WILMINGTON, N.C. 28411
TELEPHONE: [phone] TELEPHONE., (910) 681 -7444
FACSIMILE: (910) 455 -9033 E —MAIL: [e-mail]
E —MAIL: [e-mail]
ADJpjNER S EXIS
nNC p�ER
EE (�3EP
DC, NC
CAMA PLAN APIA 2 4 2013
FOR
B A KER D 0 C K Au" E
1.046 ACRE TRACT ON GREAT OAKS DRIVE (LOT 30)
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
116 GREAT OAKS DRIVE
\ \y
/ 1
3
GRAPHIC SCALE
lu 0 15 30 SO 12
( IN FEET )
1 inch = 30 ft.
ACTUAL FIELD SURVEY DATE: JULY 11, 2012
MAPPING DATE: APRIL 23, 2013
DRAWN BY: .J. HILL -MS
CHECKED BY: C,r,'l�.r, �rS
FIELD BOOK: 736 PAGE: 47
PROJECT NUMBER: 11 -05 -07