20121002 Ver 1_CAMA Permit Application_20121101

1171
Beverly Eaves Perdue
Governor
October 30, 2012
MEMORANDUM:
AMA
2® 1 2 1 0 0 2
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
TO: Karen Higgins
401 Oversight
Division of Water Quality- Surface Water Protection
Dee Freeman
Secretary
FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA Major Permit Application Review
Applicant: Robert Foy
Project Location: 2216 Scotts Hill Loop Rd., adjancent to Topsail Sound, in Wilmington, Pender County.
Proposed Project: to reconfigure existing docking facility to accommodate five (5) vessels
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Douq Hu_gQett at the address above by November 23, 2012. 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.
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
QrQ7: P111Nae[N0
rov o a 2012
127 Cardinal Drive Ext., Wilmington, NC 28405 1
Phone. 910 - 796 -7215 \ FAX. [phone] Internet: www.nccoastalmanaggment.net DENR
NorthCarolina
An Equal Opportunity \ Affirmative Action Employer Nat"allil

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Robert Foy
2. LOCATION OF PROJECT SITE: The property is located at 2216 Scotts Hill Loop Road, adjacent to Topsail
Sound, in Wilmington, Pender County.
Photo Index - 2006: 22 -7431, L, M -9 2000: 22 -280, L, M -12 1995: 22 -263, L, M -9
State Plane Coordinates - X: 725866 Y:62548 GPS File: P- 102912A
Lat: 34018'25.79"N Long: 77'44'12.90"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 6/6/12 and 10/29/12
Was Applicant Present — Yes
PROCESSING PROCEDURE: Application Received — Completed on 10/11/12
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Pender County
Classification From LUP -AEC areas are classified Conservation and Resource Protection.
(B) AEC(s) Involved: EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — Private
Planned -None
(F) Type of Structures: Existing — Residence, private pier and docking facility.
Planned — modify existing docking facility to accommodate five (5) vessels.
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED EI LED OAR
(A) Vegetated Wetlands
(B) Non - Vegetated Wetlands - open water
373 sq.
ft.
(C) Other (Highground)
(D) Total Area Disturbed: 373 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SA -ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to reconfigure the existing docking facility to accommodate
five (5) vessels.

Robert Foy
October 29, 2012
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 2216 Scotts Hill Loop Road, adjacent to the AIWW and Topsail Sound, in Wilmington,
Pender County. To get to the site from Wilmington take US Hwy 17 N to Scotts Hill Loop Road (approximately 1.7 miles
north of Porters Neck). Turn right onto Scotts Hill Loop Road and travel approximately 2.0 miles. The applicant's
property will be located on the left hand side of Scotts Hill Loop Road, at house number 2216.
The property is approximately 0. 83 acres with roughly 1 10 linear feet of shoreline frontage. The property extends from
Scotts Hill Loop Road to the AIWW (which borders the site to the east). Existing man-made features on the property
include a single - family residence, pier and docking system. The high ground portion is elevated approximately 8 -10 feet
above the Normal High Water (NHW) level. Vegetation on the tract consists of lawn grasses, ornamental landscaping and
shrubs. The high ground transitions to an area of high marsh consisting of Spikegrass (Distichlis Wicata), Salt Meadow
Hay (Spartina patens), and sparse Black Needlerush (Juncus roemerianus). A 150' wide section of Smooth Marsh
Cordgrass (Spartina alterniora) is located waterward of the high marsh, and completes the Wetlands transition down to
the AIWW proper.
The existing pier, located along the eastern property boundary, was authorized by CAMA General Permit #38955 on
6/06/12. The existing pier and docking facility extends toward the east, and terminates approximately 13S' beyond the
outer edge of the marsh bordering the property. The existing docking facility includes a 16' x 18' "L- head" shaped
platform, a 6' x 16' floating dock and a 12' x 12' boatlift. The width of the waterbody in this area of the AIWW is
approximately 710' wide, as measured from the outer edge of marsh along the east side of the AIWW to the waterward
edge of marsh along the opposing shoreline. Current water depths around the existing facility range from approximately
-2.5' to -3.5', relative to Normal Low Water (NLW).
The waters of the AIWW, adjacent to the project site, are classified as SA -ORW by the North Carolina Division of Water
Quality. They ARE NOT designated as a Primary Nursery Area (PNA) by the North Carolina Division of Marine
Fisheries; however, they are OPEN to the harvest of shellfish. The Pender County Land Use Plan classifies the
surrounding high ground as Conservation and Resource Protection.
PROPOSED PROJECT:
The applicant proposes to expand and modify the existing docking facility (recently authorized under CAMA General
Permit #38955) to allow mooring for up to five (5) vessels. As proposed, the existing access pier would be expanded in a
landward direction approximately 28' (remaining 5' wide) to allow for a gentle slope up to the main run of the access pier,
from the high ground. Additionally, the existing "L- head" shaped platform (16' x 18'), located at the terminal end of the
access pier, would be partially covered by a 16' x 16' gazebo. A 5' x 17', elevated fixed finger pier (or "swim platform "),
located along the northern side of the existing platform, would be the only other "permanent" structure added under this
modified proposal. According to the applicant, the 5' x 17' "swim platform" would have two (2) tie pilings associated
with it for mooring of water craft and water sports equipment. Lastly, the applicant proposes to remove the three (3)
support pilings that are attached along the northern side of the existing 6' x 16' floating dock. As proposed, the floating
dock would be anchored with pilings at opposite ends of the structure, thereby allowing use on both sides side of the dock
(i.e. converting the floating dock from one slip to two).
According to the application package, water depths in the immediate vicinity of the proposed dock expansion range from
-2.5' to -3.5', relative to NLW.
10. ANTICIPATED IMPACTS
As proposed, the planned development would incorporate approximately 373 sq. ft. of Public Trust and Estuarine Waters.
The applicant has approximately 110 linear feet of shoreline allowing up to 880 sq. ft. of platform or docking space. As
constructed, the total square footage of the existing facility (platform, finger piers and floating dock) equals approximately
288 sq. ft. and the addition would total 85 sq. ft. No impacts to Coastal or "404" wetlands would occur as a result of
construction.

Robert Foy
October 29, 2012
Page Three
As indicated in the application package, the planned development would encroach into the adjacent riparian corridor
setback shared by the neighbor to the north (Moore); however, the applicant has obtained a written waiver (dated 9/23/12)
allowing the encroachment. As designed, the proposed development would be located within 1/4 of the width of the
waterbody (waterbody = 708' wide and the applicant's proposed project is to extend approximately 134' beyond the outer
edge of marsh or 0.18% of the width of the waterbody). Additionally, all structures would be located outside of the U.S.
Army Corp of Engineers Federal Channel Setback (100' from the edge of channel). Short term increases in turbidity could
be expected due to piling installation.
Submitted by: I Dail Date: October 29, 2012 Office: Wilmington

0CII01`4
NPLICATION for
Maier Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Foy Residence Pier and Boat Dock
Applicant 1: First Name
Robert
MI
Last Name
Foy
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
2216 Scotts Hill Loop Road
PO Box
City
Wilmington
State
NC
ZIP
28411
Country
USA
Phone No.
910 " 686 "2914 ext.
FAX No.
'
Street Address (if different from above)
City
State
ZIP
Email
2. AgentContractor Information
Business Name
Waterline Marine Construction + Consulting
Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Michael
P
Hoke
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1646
Wrightsville Beach
NC
ZIP
Phone No. 1
Phone No. 2
28480
910 " 523
- 5690 ext.
910 - 264 "9977 ext.
FAX No.
Contractor #
910 - 523 -5691
62058
Street Address (if different from above)
City
State
ZIP
311 Judges Road, Unit 12E
Wilmington
NC
28405 '
Email
mhoke® waterlinemarineconstruction.com
<Form continues on back>

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
2216 Scotts Hill Loop Road
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
e. Vegetation on tract
Wilmington
NC
28411 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 -686 - 2914 ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear River Basin
Atlantic Intercoastal Waterway
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
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?
Topsail 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.
Pender County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
110,
36,155 sf
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
36, 155 sf
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
10, [xjNHW or ❑NWL
e. Vegetation on tract
Typical sandy shoreline with residential grasses and landscaping.
f. Man -made features and uses now on tract
Residential single family home.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential homes with piers and boat docks.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
RP
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
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?
<Form continues on next page>

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.
Septic Tank
o. Describe existing drinking water supply source.
Municipal Water Supply
p. Describe existing storm water management or treatment systems.
Surface Drainage
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public /Govemment
®PrivatelCommunity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Residential pier with covered pavilion, fixed swim platform, floating dock and boat lift. This
project is intended to provide safe docking for the owners boats. There are five boat slips proposed
including one boat lift.
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.
Typical marine construction practices using treated wood framing and pilings as per the NC Building
Code with precast concrete slab decking. A work barge and 20ft boat will be used during construction
and will be stored on the project site.
d. List all development activities you propose.
Construct a residential pier with covered pavilion, fixed swim platform, floating dock and one boat
lift.
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? ziso ®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.
Typical Surface Runoff
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 continues on back>

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 (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 Judith Lewis Phone No.
Address 2204 Scotts Hill Loop Road, Wilmington, NC 28411 910- 686 -1418
Name Margaret Moore Phone No.
Address 2234 Scotts Hill Loop Road, Wilmington, NC 28411 910 - 686 -5720
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA General Permit #38955D
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 8.22.2012 Print Name Michael P. Hoke
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
®DCM MP-4 Structures Information

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 facility /marina:
❑Commercial ❑Public/Govemment ®Private /Community
c. (i) Dock(s) and /or pier(s)
(ii) Number 1 Pier; 1 Floating Dock
(iii) Length Pier (3281); Floating Dock (18' )
(iv) Width Pier (51); Floating Dock (6' )
(v) Floating ®Yes []No
e. (i) Are Platforms included? ®Yes []No
If yes:
(ii) Number 2
(iii) Length Swim Platform (171); Gazebo (19' )
(iv) Width Swim Platform (51); Gazebo (19' )
(v) Floating []Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
5
(ii) Number of slips existing
2
L Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and /or channel
X❑Open water; no dredging required
❑Other, please describe:
k. Typical boat length: 20'
m. (i) Will the facility have tie pilings?
®Yes []No
(ii) If yes number of tie pilings?
2
[]This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 12'
(iv) Width 14'
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
5
® Dockage (wet slips ") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Typical Open Runabout
I. (1) Will the facility be open to the general public?
[]Yes ®No

12. DOCKING FACILITY /MARINA OPERATIONS El This section not applicable I
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 of?
h• Give the number of channel markers and "No Wake" signs proposed.
L Give the location of fuel- handling facilities, and describe the safety measures planned to protect area water quality.
i. 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?

m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes []No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes []No
o. Is the marina/docking tacility proposed within or adjacent to coastal wetiands/marsh ((;VV), sunmergea aquatic vegetation (JAv), snen Donom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL []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) [N 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 driphrie dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) El 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 [23 This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Pnvate /Community
e. 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
a. Proximity of structure(s) to adjacent riparian property lines
35' to South Side; 16' to North Side
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
-700'
e. (i) Will navigational aids be required as a result of the project?
0Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
60' to South Side; 580' to North Side
d. Water depth at waterward end of structure at NLW or NWL
42"
8. OTHER P9 This section not applicable
a. Give complete description:
IF, ZZ . Zo j Z
Date
Foy Residence Pier and Boat Dock
Project Name
Michael P. Hoke, VP
Applicant Name
H�r_'
Applicant Signature

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2 SECTION
GENERAL NOTES
I. DESIGN CRITERIA:
1. BUILDING CODE ............................. ..................INTERNATIONAL
BUILDING CODE, WITH CURRENT
NORTH CAROLINA AMENDMENTS
2. SUPERIMPOSED DEAD LOADS:
A) ROOFING ...................................................................................................
............................... 15 PSF
B) PIER / FRAMING ..........................................................................................
............................... 45 PSF
C) MISCELLANEOUS .......................................................................................
............................... 5 PSF
3. DESIGN LIVE LOAD:
A) PIER / DOCK ...............................................................................................
............................... 40 PSF
B) ROOF ..........................................................................................................
............................... 20 PSF
4. WIND:
A) BASIC WIND SPEED ...............................................................................
............................... 140 MPH
11. TIMBER & PILES:
1. ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
2. JETTING OF TIMBER PILES SHALL BE ALLOWED TO A MINIMUM EMBEDMENT LENGTH
OF 8' -0" BELOW THE MUDLINE.
3. ALL TIMBER PILES IN CONTACT WITH WITH SALTWATER SHALL BE TREATED IN
ACCORDANCE WITH AWPA C2 FOR SALTWATER IMMERSION, PRESERVATIVE
RETENTION SHALL BE 2.50 PCF, UNLESS OTHERWISE NOTED.
4. TIMBER 4 X 10 FRAMING MEMBERS SHALL BE NO. 1 GRADE WITH A PRESERVATIVE
TREATMENT OF .80 PCF CCA.
5. ALL OTHER TIMBER FRAMING MEMBERS SHALL BE NO. 1 GRADE WITH A PRESERVATIVE
TREATMENT OF .25 PCF CCA.
6. ALL TIMBER FRAMING CONNECTIONS SHALL BE THE SIZE INDICATED IN THE DRAWINGS
AND SHALL BE HOT - DIPPED GALVANIZED.
SEE PLAN
5
5/8" PLYWOOD WITH
30 LB FELT & CLASS
F SHINGLES
RAFTER - SEE PLAN
H2.5 SIMPSON CLIP
GIRDER - SEE PLAN
6 X6 POST TYP.
3 SECTION
S2 1/2 to = 1 ' —o"
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Wlmington, NC 28408
910 386 7791
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Robert L. & Tarja T. Foy
2216 Scotts Hill Loop Road
DB 759 Pg 268
N 57*25'46" W 349.88'
100'
— — — — — — — — — — — — — — — S 56*.34'30" E 410.43' 17
Riparian Line
— — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — -- — — — — i -- — — — — — — — — — — — — — — — — -
To 6E &MOVE-b
Proposed
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Proposed Wood Pier
Rembert C. Hamilton, III
2188 Scotts Hill Loop Road
DB 1266 Pg 327
Job# 1244
Drafted by: PDT
Drawing Name: 1244.dwg
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45'
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90,
RIPARIAN
SURVEY FOR
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Wcterline marine
Construction &
Consulting, Inc.
z 2216 Scotts Hill Loop Road
L Topsail Township, Pender County
1 L-4099
Su North Carolina
D. y1t August 22, 2012
BAR SCALE 1"= 20'
NOTE—Si. MENNEN
I Aw— WOMEN=
1) ec,,ndar referenced to Deed Book 759, Page 268, references as shown, and 1 1 1 1
exh tang field conditions. 01 20' 40' 60'
2) At '�antic Intracoastal Waterway taken from Condition Survey by the U.S. Army RFCE-"4ED 20' 10'
Corps of Engineers, Wilmington District, North Carolina dated May 2011. Legend.-
3) Vertical datum referenced to NAVD 88. 0 Existing Iron Pipe
El Existing Monument 2012 Talbot Land Surveying, P. C.
0 Existing Wood Piling c -
N61
16747 U.S. Hwy 17, Suite 106
Hampstead, North Carolina 28443 'P-0
Firm License C-2722
Phone: [phone]
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Rembert C. Hamilton, III
2188 Scotts Hill Loop Road
DB 1266 Pg 327
Job# 1244
Drafted by: PDT
Drawing Name: 1244.dwg
V)
0 :D
L5
-4a
4-0
0 C)
41
"eY107-P &IF WAM960,oy J= 70?�2./
45'
Existing
Existing \Nood Pier Wood Dock
90,
RIPARIAN
SURVEY FOR
L A
Wcterline marine
Construction &
Consulting, Inc.
z 2216 Scotts Hill Loop Road
L Topsail Township, Pender County
1 L-4099
Su North Carolina
D. y1t August 22, 2012
BAR SCALE 1"= 20'
NOTE—Si. MENNEN
I Aw— WOMEN=
1) ec,,ndar referenced to Deed Book 759, Page 268, references as shown, and 1 1 1 1
exh tang field conditions. 01 20' 40' 60'
2) At '�antic Intracoastal Waterway taken from Condition Survey by the U.S. Army RFCE-"4ED 20' 10'
Corps of Engineers, Wilmington District, North Carolina dated May 2011. Legend.-
3) Vertical datum referenced to NAVD 88. 0 Existing Iron Pipe
El Existing Monument 2012 Talbot Land Surveying, P. C.
0 Existing Wood Piling c -
N61
16747 U.S. Hwy 17, Suite 106
Hampstead, North Carolina 28443 'P-0
Firm License C-2722
Phone: [phone]