19930531 Ver 3_CAMA Application_20171009

1
?; a
Coastal Management
ENVIRONMENTAL QUALITY
October 5, 2017
Jq 3e�,31 3
IR _ D
I) C l 0 J 2017
DEO-WATER RESOURCES
401 & BUFFER PERMITTING
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(cDncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA Application Review
Applicant: Town of Varnamtown
Project Location: end of Fisherman Rd., adjacent to the Lockwood Folly River, in
Varnamtown, Brunswick County
Proposed Project: to renovate an existing public boat ramp facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by October 29, 2017. If you have any
questions regarding the proposed project, contact Sean Farrell at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
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 DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Varnamtown, c/o McGill Associates
2. LOCATION OF PROJECT SITE: The project is located at the end of Fisherman Road (SR -
1123), adjacent to Lockwood Folly River, in Varnamtown, Brunswick County.
Photo Index - 2006: 7-6183: M-18, N-18
Project Coordinates: Latitude: 33°56'46.00"N Longitude: 78°13'24.18"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 11/09/2016,06/09/2017
Was Applicant Present — No, Yes
5. PROCESSING PROCEDURE: Application Received — 09/22/2017,10/03/2017 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Land Classification From LUP — Commercial
(B) AEC(s) Involved: EW, PTA, ES
Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — None Planned- None
(F) Type of Structures:
Existing — Two public boat ramps, pier with floating platform.
Planned - Remove existing pier and floating platform and construct a new pier and
floating platform.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands- Coastal & 404 -type
(B) Non -Vegetated Wetlands
(Open water)
— 688 sq ft.
(incorporated)
(C) Other - Highground
(D) Total Area Disturbed: 688 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA;HQW Open: No
PROJECT SUMMARY: The applicant is proposing to renovate an existing public boat ramp
facility by removing the existing pier and floating platform and constructing a new pier and
floating platform in a different location and driving new vinyl sheetpiles along an existing
kneewall.

Town of Varnamtown, c/o McGill Associates
Page Two
9. PROJECT DESCRIPTION
The project is located at the end of Fisherman Road (SR -1123), adjacent to Lockwood Folly
River, in Varnamtown, Brunswick County. To find the project site from the Wilmington District
Office, turn left off of Cardinal Street on to Market Street. Travel 0.4 miles and turn right on to
Martin Luther King Jr. Pkwy (US -74). Travel 5.3 miles and merge right on to NC -133. Travel
0.7 miles, crossing over the Isabel Holmes Bridge, until you reach US -421. Turn left on US -421
and travel 1.1 miles, keep right and merge on to NC -133 S/US-17S/74/76. Travel 2.6 miles and
take the US -17 exit toward Shallotte /Myrtle Beach. Continue 0.8 miles onto US -17 S/ Ocean
Hwy E. Travel 21.7 roles and then turn left onto Stone Chimney Road SE. Travel 5.9 miles and
turn left on to Stone Chimney Road SW. Continue 0.6 miles and turn left on to Varnamtown
Road SW. Travel 1.4 miles and take a slight right on to Fisherman Road. Continue to the end of
Fisherman Road and the property will be straight ahead.
The entire property consists of two parcels; a 1,517.2 sq. ft. parcel, and a 1,632.5 sq. ft. parcel, for
a total parcel area of 3,149.7 sq. ft. Both parcels are deeded to the Town of Varnamtown, located
within the planning jurisdiction of Brunswick County.
The property maintains approximately 35' of shoreline frontage along the Lockwood Folly River.
The tract is elevated approximately 6' above Normal Water Level. The existing concrete public
boat ramp and temporary docking facility was authorized through CAMA Major Permit 92-93,
issued on August 9, 1993 and expired December 31, 1996. A "Letter of Refinement" was issued
on November 3, 1993 authorizing a modification to Major Permit 92-93 for the relocation of the
proposed concrete boat ramp "several feet towards the north side of the site".
The northwest extent of the property's shoreline is stabilized by a bulkhead measuring
approximately 39' in length. The the boat ramp located on the northwest side of the property
measures approximately 17' wide by 74' in length and is constructed from concrete stablized by
two (2) wooden kneewalls each measuring approximately 68' in length. There are no coastal
wetlands immediately adjacent to the existing facility. There is an existing pier that runs along the
northwest bulkhead (See Sheet C-102) measuring approximately 4' in width by 60' in length
which connects to a ramp measuring approximately 4' in width by 12' in length which leads to a
floating platform which measures approximately 8' in width by 16' in length. The existing
docking facility provides one (1) temporary boat slip. The southwest boat ramp measures
approximately 18' in width by 74' in length and is constructed from oyster shell. The existing
facility encroaches into each of the adjacent riparian corridor 15' setbacks, and the existing ramp
and float encroach into the U.S. Army Corps of Engineers' Federal Navigation Channel Setback.
Public parking for the existing ramp is available on an adjacent town owned parcel located
southwest of the boat ramps. The parcel is not serviced by water or sewer.
The waters of Lockwood Folly River, adjacent to the project site, are classified as SA;HQW by
the North Carolina Division of Water Resources. They ARE designated as a Primary Nursery
Area (PNA) by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of
shellfish.

Town of Varnamtown, c/o McGill Associates
Page Three
PROPOSED PROJECT
The applicant proposing to renovate an existing public boat ramp facility by removing the
existing pier and floating platform and constructing a new pier and floating platform in a different
location and driving new vinyl sheetpiles along an existing kneewall.
The proposed pier would measure approximately 6' in width by 68' in length and would be
located approximately 20' southeast of the existing pier location. A ramp is proposed to connect
off of the proposed pier and lead down to a proposed floating platform measuring approximately
8' in width by 35' in length and aligned perpendicularly to the shoreline. The application states
that the new floating platform would allow for the temporary dockage of up to two (2) vessels.
The existing water depth at the waterward end of the proposed floating platform is approximately
-8.5' at MLW. The water depth on the landward side of the proposed floating dock is
approximately -5.6' at MLW. The proposed pier, ramp, and floating platform would encroach
into the 15' Adjacent Riparian Corridor Setback to the southeast.
The applicant is proposing to install 68 linear ft. of vertical sheetpiles along the outer edge of
each of the existing kneewall groins in order to provide a more visible guide for navigating the
existing boat ramp. These proposed sheetpiles would encroach into each of the 15' adjacent
riparian corridor setbacks (See Sheet C-103). The proposal also includes maintenance of the
existing oyster shell boat ramp, for which the applicant is proposing to add additional oyster shell
to replenish areas within the existing ramp footprint that have been depleted. The applicant is not
proposing to place oyster shell on the most southeast side of the existing ramp that exceeds the
lateral bounds of the property.
10. ANTICIPATED IMPACTS
The proposed pier and floating platform would incorporate approximately 688 sq. ft. The distance
across the adjacent waterbody is approximately 270 feet. The proposed dock would extend
approximately 66' from the shoreline, which appears to be CONSISTENT with the 1/a width rule
(67.5'). Minor increases in turbidity should be expected as a result of the removal and
construction process. Prior to application submittal, the applicant coordinated with the U.S. Army
Corps of Engineers regarding the proposed encroachment into the Federal Channel Setback for
the proposed floating platform and associated pilings (See Sheet C-103). The applicant has
established a riparian corridor that has been coordinated with the Division of Coastal
Management based on the historic use of the property and use of the adjacent facilities. The
adjacent riparian property owner to the southeast has waived the 15' setback requirement. The
applicant is purusing obtaining a waiver from the property owner to the northwest for the
proposed encroachment with vinyl sheetpile.
Submitted by: Sean Farrell Date: 10/05/2017 Office: Wilmington

Varnamtown Boat Ramp Dock Project Narrative:
The Town of Varnamtown is located along the southern coast of Brunswick County, NC.
An existing public boat ramp, floating dock, and access pier is located at the end of
Fisherman Road (SR1123), at the point where the roadway meets the Lockwood Folly
River. The existing ramp area consists of two launch bays, one of which has a concrete
base and the other of a shell/soil blended surface. Though the public ramp area has
been used for many years, the Town entered into a cooperative agreement with the N.
C. Wildlife Resources Commission in the early 1990's to complete upgrades to the site.
The Town now wishes to modify the existing facility to improve current boat launching
conditions.
The property has approximately 36.95 feet of shoreline, with an existing pier, floating
dock and parking area.
The applicant wishes to replace the pier and floating dock arrangement per the attached
plans to increase the capacity of temporary docking of recreational and commercial
boats at the public boat ramp. The current configuration limits the ability of vessels to
get in and out of the water in a timely manner during peak use. The proposed number of
temporary dockage spaces for the facility is approximated at 2, based on the standard
length of current intended use. Sheet piles are proposed along the outer edges of the
existing ramp to provide safer navigation in the launch area, and to prevent contact with
obstructions not visible at higher tides.
The Town also wishes to maintain the existing shell base ramp area by adding oyster
shells for general stability in areas that have softened over the years.
The waters of the Lockwood Folly River adjacent to the project are classified as SA by
the North Carolina Division of Water Quality. The project area is designated as Primary
Nursery by the Division of Marine Fisheries.
Though the proposed structure extends into the Federal Channel Setback, there has
been coordination with the US Army Corps of Engineers regarding the placement of
these features. Given the current configuration of surrounding structures, it has been
considered reasonable for the extension as proposed, with the understanding that the
Town will bear the responsibility for removal and replacement of the structure should
future dredging needs impact this immediate area.
RECEIVED
DCIVI WILMINGTON, IvC

mom MP -1
11PPUCIR1eN for
Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Town Of Varnamtown
Project Name (if applicable)
Vamamtown Boat Ramp Dock
Applicant 1: First Name
Town of Varnamtown
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
100 Vamamtown Road
PO Box
City
Supply
State
NC
ZIP
28462
Country
us
Phone No.
910 - 842 - 3095 ext.
FAX No.
-
Street Address (if different from above)
City
State
ZIP
Email
2. AgentContractor Information
Business Name
McGill Associates, PA
Agent/ Contractor 1: First Name
MI
Last Name
Michael
A
Norton
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
712 Village Rd. Ste. 103
Shallotte
NC
ZIP
Phone No. 1
Phone No. 2
28470
910 - 755 - 5872 ext.
ext.
FAX No.
Contractor #
910 755 5875
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back> RECEIVED
DCM WILMINGTON, NC

Form DCM MP -1 (Page 2 of 4)
APPLICATION'for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
Fisherman Rd.
End of SR 1123
Subdivision Name
City
State
Zip
(If many lot sizes, please attach additional page with a list)
Vamamtown
NC
28462 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Lockwood Folly River
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
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.
Varnamtown
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
36.95
3149.7
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
#217GA03101: 1517.2 SF, #217FA00101:1632.5 SF,
NWL (normal water level)
6' ❑NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
None
f. Man-made features and uses now on tract
Boat ramp, pier and floating dock
g. Identify and describe the existing land uses adjacent to the proposed project site.
Commercial fish houses. Boat/Trawler railway for vessel maintenance
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
No zoning within Vamamtown town limits
(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 [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes EINo ❑NA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
DCM WILMINGTON, NC
25 2 3.23,)3 .. 1 333-dP yon 3 c c ;as! ar :a ant.nt, -

. ' Forts 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.
NA
o. Describe existing drinking water supply source.
NA
p. Describe existing storm water management or treatment systems.
NA
5, Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ®Public/Govemment
❑Private/Com munity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Public boat landing use
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.
A small floating barge platform, with pile hammer, will be used to assist in new construction. The barge will remain affixed to
subject property dock when not in use.
d. List all development activities you propose.
Remove existing pier and floating dock. Construct a new 6'x 68' fixed pier/walkway, 6'x 14' ramp and 8'x 35' floating dock
supported with 4 fixed pilings.
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?
0 ❑Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area
®Yes ❑No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Stormwater conveyed by sheet flow over existing surfaces. No changes proposed.
i. Will wastewater or stormwater be discharged into a wetland?
[]Yes ®No [INA
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>
RECEIVED
DCM WILMINGTON, NC
252-3��:;.2a,,3 '1.333• R C 0 A 3 T N N.n 0.513t�9ms-1'.,�r�! _' '3

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonallnformation
In addition to this completed application form, (MP -1) the following items below, if apppcable, 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 Marker 12, LLC Phone No. 910.842.6492
Address 3191 Gal-Var Rd., Supply, NC 28462
Name All In, LLC Phone No. 910.443.4245
Address 1574 Monster Buck Est., Supply, NC 28462
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.
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.
1 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 $ — 7 Print Name Judy Galloway, or, Town of Varnamtown
Signat
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
RECEIVED
DCM WILMINGTON, NC
252.3G3-"2 1 3�3•IRcaA3"r V.Va3ta;;"Iara-J-.,l_r+t. r
at,

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 FACIUMMAR/NA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ®Public/Government ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 68'
(iv) Width 6'
(v) Floating []Yes ®No
e. (i) Are Platforms included? ®Yes ®No
If yes:
(ii) Number 1
(iii) Length 35
(iv) Width 8
(v) Floating ®Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2 (Temporary docking stations on SE and NW sides of
platform.
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 21'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
❑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
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2 Existing
® Other, please describe:
Temporary docking facility at public boat ramp
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
I. (i) Will the facility be open to the general public?
®Yes ❑No
RECEIVED
DCM WILMINGTON, NC

Form DCt1Nl NIP -4 (Structures, Page 2 of 4)
Z. 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 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.
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?
RECEIVED
m. Is the marina/docking facility proposed within a primary or secondary nursery area? DCM WILMINGTON, NC
❑Yes ❑No
23?• ..2'r 9 �o .RwO�ST . ,r;,, ;o 15'nI r r.-} 7e _. revised: 12 2r 03

'Form DCM 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
(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) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PubliGGovemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®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): b. Number
❑Commercial ❑PublidGovemment ❑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
RECEIVED
252.303-23013:: 1.833-17RCO ,S7:: rrrrrr.nccciskai:n nary mant,n=! revised- 12'2 ,.o

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.
19' 3" North End and 11' 8" South End 23'4" to North End Pier and 10' 10" to South End Pier
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
2011'111"
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
>8' 6-
8. OTHER ®This section not applicable
a. Give complete description:
Date
Vamamtown Boat Ramp Dock
Project Name
Town of Vamamtown
Applicant Name
`DECEIVED
DCM WILMING:WN_ Ne
2� i�� ' ,; 1•, 3 ?^,r 0>�,�r . ,r .�a> an—L_M n`. _ revisa is 12.2' 03

PROPOSED RAMP & DOCK ADDITIONS
FOR
TOWN OF VARNAMTOWN
BRUNSWICK COUNTY, NORTH CAROLINA
SURVEYOR
BOBBY M. LONG & ASSOCIATES
P.O. BOX 1117
SHALLOTTE, NC 28459
[phone]
L , 7 Im ill
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A S S O C I A T E S
ENG INrEER ING PLANNING FINANCE
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VICINITY MAP (NOT TO SCALE)
AUGUST, 2017
SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET
C-101 .....
EXISTING CONDITIONS
C-102 .....
DEMOLITION PLAN
C-103 .....
PLAN VIEW
C-104 .....
PIER I DOCK PLAN & PROFILE
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VICINITY MAP
NOT TO 5CALE
PROPERTY INFO:
PARCEL #:
217GA03101 , 217FAOO 10 1
SITE ADDRESS:
FISHERMAN RD.
VARNAMTOWN, NC
OWNER:
TOWN OF VARNAMTOWN
100 VARNAMTOWN KD
SUPPLY, NC 28462
USE:
PUBLIC BOAT RAMP * DOCK
ACREAGE:
0.08
GENERAL NOTES:
1. SURVEY DATA PROVIDED BY BOBBY M. LONG
SURVEYING, TITLED "NCDOT MAINTENANCE EASEMENT
BOAT LANDING SURVEY FOR TOWN OF VARNAMTOWN"
DATED SEPTEMBER 28, 2015.
2. NAVIGATION CHANNEL AND SETBACK FROM U5ACE
WILMINGTON DISTRICT KMC FILE.
3. THIS PROJECT IS INTENDED TO MODIFY THE EXISTING
BOAT RAMP AND DOCKING FACILITIES TO IMPROVE THE
CAPACITY FOR USE BY THE COMMUNITY. THE EXISTING
FLOATING DOCK PROVIDES LIMITED USE, AND THE
CONCRETE RAMP SECTION IS NARROW. THE PROPOSED
PIER/DOCK AND CONCRETE RAMP EXTEN51ON ARE
INTENDED TO MAKE THE USE OF THI5 FACILITY MORE SAFE
AND EFFICIENT. THE EXISTING NARROW PIER AND SMALL
FLOATING DOCK ARE PROPOSED TO BE REMOVED. A
WIDER PIER AND LARGER FLOATING DOCK ARE PROPOSED
TO BE LOCATED TO THE EAST OF THE EXISTING CONCRETE
RAMP. THIS RAMP 15 PROPOSED TO WIDEN ACROSS THE
AREA OCCUPIED BY THE ORIGINAL PIER.
4. IF CHANNEL DREDGING OF THE LOCKWOOD FOLLY RIVER
BECOMES NECESSARY IN THE VICINITY OF THE PROPOSED
STRUCTURE, THE TOWN WILL BE RESPONSIBLE FOR
REMOVING THE PILINGS WITHIN THE SETBACK AND MOVING
THE FLOATING DOCK OUT OF THE WAY WHILE DREDGE
ACTIVITIES OCCUR. IT WILL THEN AL50 BE THE TOWN
RESPONSIBILITY TO REPLACE THE DOCK AND PILES ONCE
DREDGE ACTIVITIES CONCLUDE TO RE-ESTABLISH USE OF
THE STRUCTURE.
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1274/1164
Map Cab. P, Pg. 193
Map Cab. 5, Pg. 81
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SEE SHEET C-102
Pamel No. 217GA031
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(Marker 12, LLC)
127a11sa
Map Cab. 0. Pg. 288
Map Cab. 5, Pg. 81
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Map Cab. 80, Pg, 45
�4 Marker 12, LLC
472.1 Sc. Ft. 350311237 3g
S. 0.01 Acres Soy' o v+ xr'o13
Town of
56 V9mammwn
37351558
w.°,m Map Cab. 93, Pg, 38
sx Rwsvk
S 44'47'43' E
1.10'
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Tract 3
1632.5 So. Ft. reo
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0.04 Acres
(1Ease,,,eM)
P F,
A. A171
Pamel No. 217FA001
Sammy 8 Use Vamam
(A6 -In, LLC)
3259(770 - Tract 63
Map Cab. 31, Pg. 166
PY Unrecorded Plat by H.R. Hewett, RLS
dated 6 April, 1970
Map Cab. 5, Pg. 81
BASE ELEVATIONS UTILIZE
NAVD '88 DATUM.
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Scale: 1 " = 20'
REVISION DESCRIPTION
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JOB NO.: 17.07042
DATE: 8/29/17 PROPOSED RAMP & DOCK ADDITIONSDESIGNmc
n = CADDB BY:
AN
CADD BY: TMM FOR
� mDEMOLITION PLAN ASSOCIATES
Q m TOWN OF VARNAMTOWN ENGINEERING•PLANNING- FINANCE
IV BRUNSWICK COUNTY, NORTH CAROLINA 5041-3 MAIN ST. SHALL07TE, NC 28470 PH. [phone] FIRM LICENSE 0 C0459

No. 217GA031 I PILE ALONG RAMP EDGE
& Jackie Varnam
3rker 12, LLC)
1274/1164
Cab. O, Pg. 288 a
I Cab. 5, Pg. 81 r�
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#60 con«,
amtown Nail Spike Set
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19 �po5 #e0 .
Pg 45 oil
LC 1
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Xao39 1,73'
3.13' #60
Nail
Elev.
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9.16' 01
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Elev.
X 3.73'
3.83'
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�• ,Approximate End / ?
-5.73' / of Exisitng Concrete
/ Boat Ramp, \
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-8.06' \�
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PROPOSED 8" T.W.
-2.40' ROUND PILING (IYP.)
�
5} / �' \ PROPOSED 8'x 35'
2.41' -3.aFLOATING DOCK
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1517.2 Sq. Ft. r /
0.04 Acres 2.41' y / elan Low Water
(Induding Easement) -1.09' Tofd
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-0.27' e a'°��
-0.23'
-0.6T
-0.14'
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0.71
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INSTALL G8 LF SHEET
PILE ALONG RAMP EDGE
APPROXIMATE END OF
EXISTING ASPHALT BOAT RAMP
PROPOSED G' x I I' ACCESS RAMP
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APPROXIMATE TOE OF
SHELL /SEDIMENT RAMP
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PROPOSED G' x 14' RAMP
PROPOSED G' x G8' PIER
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NO. DATE
Scale: I' = 10' 7 10/3117
LEGEND
EXI5TING SPOT ELEVATION -8.06X
PROPOSED SPOT ELEVATION . —3.15
EXISTING 5HEL15EDIMENT RAMP
RAMP BOUNDARIES
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SCALE: 1" = 10'
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HEFT PILE SECTIONS EXTEND LENGTH OF
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EXISTING SEDIMENT
-10 0 10 20 30 40 50 GO 70 80
PROFILE OF PIER / FLOATING DOCK (SECTION A -A)
SCALE: I" = 10'
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