HomeMy WebLinkAbout19930531 Ver 2_CAMA Application_20161128Coastal Management
ENVIRONMENTAL QUALITY
November 15, 2016
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
PAT MCCRORY
Gov mor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
u'JNOV 2 8 2016 DI
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)-ncdenr.gov
Fax: 395-3964 (Courier 04-16-33)
SUBJECT: CAMA Application Review
Applicant: Town of Varnamtown
Project Location: end of Fisherman Rd. (SR 1123), adjacent Lockwood Folly River,
in Varnamtown, Brunswick County
Proposed Project: to remove an existing bulkhead and construct a docking 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 December 8, 2016. If you have any
questions regarding the proposed project, contact Brooks Surgan at (910) 796-7270 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 Michael A. Norton (agent)
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
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 10/20/2016
11/07/2016 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Varnamtown Land Use Plan
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, bulkhead, elevated pier dock with float.
Planned - Construct additional public pier dock and float, and remove bulkhead.
(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
—630 sq. ft.
(incorporated, new)
(Open water)
(C) Other - Highground
(D) Total Area Disturbed: 630 sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA;HQW Open: No
PROJECT SUMMARY: The applicant is proposing to construct a public pier dock and float, and remove
existing bulkhead.
Town of Varnamtown, c/o Michael A. Norton (agent)
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 -17. Turn left on US -17 and travel 1.1 miles, keep right and merge on to NC -133 S/US-17 S.
Travel 2.6 miles and take the US -17 exit toward Shallotte /Myrtle Beach. Continue 0.8 miles on to US -17 S/
Ocean Hwy E. Travel 21.7 mles and then turn left on to 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 tracts average approximately 6' above normal water level (NWL). Most of the project site is located on the
waterward tract adjacent to the Lockwood Folly River and has approximately 65' of shoreline. The site currently
functions as a public boat ramp facility. A 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 approving 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".
There are currently two boat ramps located in the center of the shoreline at the site. The northwest ramp is
approximately 17' wide by 72' in length and constructed from concrete, and is bounded by an existing 39'
bulkhead on the northern side extending from mean low water (MLW) inland. The 39' bulkhead also has an
existing 40' in length by 4' in width walkway which continues to a 21' in length by 4' in width fixed pier, 12' in
length by 4' in length ramp, and 16' in length and 8' in width float. The existing docking facility provides two (2)
temporary boat slips. The southwest boat ramp is 18' wide and constructed from oyster shell. Both ramps are
separated by an existing wooden bulkhead measuring approximately 70' in length. All existing structures
encroach on the 15' riparian corridor setback, and the existing ramp and float encroach on the Federal Navigation
Channel setback. A gravel parking area occupies the high ground portion of the site, with a total impervious area
of approximately 1,865 square feet within the 75' Estuarine Shoreline Area of Environmental Concern setback.
Coastal wetlands are not present. 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.
PROPOSED PROJECT
The applicant is proposing to remove the existing 70' wooden bulkhead; construct a new 5' in width by 70' in
length fixed elevated pier, 5' in width by 12' in length ramp, and 8' in width by 35' in length float.
The proposed elevated pier dock and float would provide two (2) additional temporary dockage spaces which
would bring the overall temporary docking space for the facility to four (4).
Town of Varnamtown, c/o Michael A. Norton (agent)
Page Three
The current water depth at the waterward end of the proposed float is approximately -8.3' at MLW. The water
depth on the landward side of the proposed floating dock is approximately -2.5' at MLW.
10. ANTICIPATED EWPACTS
The proposed elevated pier dock and float would contribute to approximately 630 square foot of open water
shading over estuarine waters and public trust area. The proposed docking structure would encroach into the
adjacent 15' Riparian Corridor Setback Areas, but the applicant has retained waivers from both adjacent property
owners. Increased turbidity should be expected with construction. The proposed dock would extend
approximately 66' from the shoreline, which COMPLIES the 1/4 width rule (67.5') and would extend into the
Federal Channel Setback portion of the waterbody. The distance across the waterbody is approximately 270 feet.
Removal of the existing 70' wooden bulkhead and construction of the proposed dock and float is expected to
cause minor turbidity and should be expected from the activity.
Submitted by: Brooks Surgan Date: 11/14/16 Office: Wilmington
Varnamtown Boat Ramp Dock Proiect 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 add an additional 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.
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.
DCM RECEIVED
ON, No
DCM MP -1
APPLICATION for
Major Development Permit
(fast revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Town Of Varnamtown
Project Name (if applicable)
Varnamtown 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 pages) with names listed.
Mailing Address
100 Varnamtown 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. Agent/Contractor Information
Business Name
Compass Pointe Engineering 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
5041-3 Main Street
Shallotte
NC
ZIP
Phone No. 1
one No. 2
28470
910 - 755 -
5872 ext.
- ext.
FAX No.
Contractor #
910 755 5875
Street Address (if different from above)
City
State
ZIP
Email
compasspointe@atmc.net
<Form continues on back>
1\LVLI V LV
DCM WILMINGTON, NO
DICT 2 0 2016
�<`" a 3..."2 . 8 « R CO A 3 iii' ., i.V'wW.Y6 e C 0asta,s.YA'Srana9e'Ment.ne
Form DCM MP -1 (Page 2 of 4)
APPLICATION for .
Major Development Permit
3.': Ptqject 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)
Varnamtown
NC
28462 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
g. Identify and describe the existing land uses adiacen to the proposed project site.
Commercial fish houses. BoatfTrawler railway for vessel maintenance
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.
j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ZNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes NNo EINA
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
EYes []No
work falls within.
Varnamtown
<Form continues on next page>
ic
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' EINHW or ENWL
(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 adiacen to the proposed project site.
Commercial fish houses. BoatfTrawler railway for vessel maintenance
h. How does local government zone the tract?
Is the proposed project consistent with the applicable zoning?
No zoning within Varnamtown town limits
(Attach zoning compliance certificate, if applicable)
j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ZNo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes NNo EINA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a []Yes NNo [--INARECEIVED
National Register listed or eligible WILMINGTON,
property? E)CM
<Form continues on next page>
ic
Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ❑Yes ENo
(ii) Are there coastal wetlands on the site? ❑Yes ENo
(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 EPublic/Government
❑Private/Community
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.
Construct a new 5'x 70' fixed pier/walkway, 5'x 12' ramp and 8'x 35' floating dock supported with 8 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
EYes ❑No ❑NA
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 ENo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water?
❑Yes ❑No ENA
j. Is there any mitigation proposed?
❑Yes ❑No ENA RECEI
If yes, attach a mitigation proposal.
(SCM WILMINGTO PI
<Form continues on back>
25 2-808-2 808
j)CT 2 0 2016
I, NO
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) — (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 properly 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 /o— / I — /% Print Name Galloway, M own of Varnamtown
Signatur
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 RECEIVED
❑
DCM WILMINGTON, NC
®DCM MP -4 Structures Information
252-803-2 808 . 1-883-: AST — w.n�-,eoa tolmana r�ien4, t
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
E] This section not applicable
a. (i) Is the docking facility/marina: b.
(i) Will the facility be open to the general public?
[]Commercial NPublic/Government ❑Private/Community
®Yes ❑No
c. (i) Dock(s) and/or pier(s) d.
(i) Are Finger Piers included? ❑Yes NNo
(ii) Number 1
If yes:
(iii) Length 70'
(ii) Number
(iv) Width 5'
(iii) Length
(v) Floating ❑Yes NNo
(iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ®Yes NNo f.
(i) Are Boatlifts included? ❑Yes NNo
If yes:
If yes:
(ii) Number 1
(ii) Number
(iii) Length 35
(iii) Length
(iv) Width 8
(iv) Width
(v) Floating NYes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h.
Check all the types of services to be provided.
2 (Temporary docking stations on SE and NW sides of
❑ Full service, including travel lift and/or rail, repair or
Platform.
maintenance service
(ii) Number of slips existing
❑ Dockage, fuel, and marine supplies
0
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
N Boat ramp(s); number of boat ramps: 2 Existing
N Other, please describe:
Temporary docking facility at public boat ramp
i. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
❑Open water; dredging for basin and/or channel open runabout
NOpen water; no dredging required
❑Other; please describe:
k• Typical boat length: 21' I. (i) Will the facility be open to the general public?
NYes ❑No RECEIVED
m. (i) Will the facility have tie pilings? OCM WILMINGTON, NO
❑Yes NNo
(ii) If yes number of tie pilings? 0 i j 2
252-808-2808 :: 1- tnt Ten Www,n= WSWM8.,. revised.- 12/27/06
Form DC NIP- (StructureS5 Page 2 of )
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 of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
DCM WILMINGTON, NO
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
252-808-2808 - 'f.888.4 2 t ' :. WIrnccp stalmWlP% M Ma rs>revised: 122710
R
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 ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
S. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Public/Government ❑Private/Community
c- Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
252-608-280.1 — 1-688-4RCOAS ° w.nccas stalrts rx . r!i_ 1
RECEIVED
,)CM WILMINGTON, NO
a. Proximity of structure(s) to adjacent riparian property lines
19' 11" North End and 12' South End
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
201'11"
e. (i) Will navigational aids be required as a result of the project?
❑Yes ENo ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
12' 8" to North End Floating Dock and 12' 1" to South End
Pier
d. Water depth at waterward end of structure at NLW or NWL
>8' 6"
8. OTHER EThis section not applicable
a. Give complete description:
Date
Varnamtown Boat Ramp Dock
Project Name
Town of Varnamtown
Applicant Name
!Applican Signature
RECEIVED
DCM WILMINGTON, NO
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VICINITY MAP
NOT TO 5CALE
PROPERTY INFO:
PARCEL #:
217GA03101 , 2171'A00101
51TE ADDRESS:
FISHERMAN RD.
pndueW er.nMb)
VARNAMTOWN, NC
OWNER:
TOWN OF VARNAMTOWN
100 VARNAMTOWN RD
SUPPLY, NC 28462
USE:
PUBLIC BOAT RAMP * DOCK
ACREAGE:
0.08
NOTE5:
1. SURVEY DATA PROVIDED BY BOBBY M. LONG
5URVEYING, TITLED "NCDOT MAINTENANCE
EASEMENT * BOAT LANDING SURVEY FOR TOWN OF
VARNAMTOWN" DATED SEPTEMBER 28, 2015.
2. NAVIGATION CHANNEL AND 5ETBACK FROM
1-15ACE WILMINGTON DISTRICT KMC FILE.
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PARCEL # 217GA03101
Water depths measured at low tide on
tiq� Sunday, September 18, 2016 @ 4:00 pm
.yon GgT'O � (
�qT� 6�c00
/1ti
!4
e v
le
le00
0'' Town of
Vamamtown
35031589
Map Cab. 80, P9.45
Parcel No. 217FA001
Sammy b Lisa Vamam
(A114n, LLC)
32591770 . Tract 03
Map Cab. 31, P9.166
unrecorded Plat by H.R. Hewett, RLS
dated 6 April, 1970
Map Cab. 5, P9.81
14,14 9 O
� tic
----- — �e�c�------J
0 10 20 40
r +j
Scale: I" = 20'
155LIED DATE
10/7/1 G
REV. DATE:
11/7/16
DRAWN BY:
TM M
CHECKED BY:
MAN
5CALE:
I' = 2C+
PG. I OF 4
ISSUED DATE: +
pct
FO�h
R�cr
\
\
1017/1 G
V6ot`
\\
REV. DATE:
1 1/7/1 G
�01a 3 0 tae
\
DRAWN BY:
Ja�o2 Old
\\
\
TMM
CHECKED BY:
W
MAN
VICINITY MAP
NOT TO 5CALE
/ \\
/� \ Water depths measured at low tide on
5CALE:
\
Sunday, September 18, 2016 @ 4:00 pm
1"= 10'
O z
Depth
Water �!`�
to // �J�P
<
Q
\
0oa \\\
bz
/// �� °
\
0 o > Z
O O
Water Depth Elev.
8.3' \
X6.67'
\ \\ \�O�
O Q
X Water Depth
42
9B
X
mot / Water Depth)
Q 2.5' /
\
u� U
� L')U
COO, �i/ /
/
\
.0
W 03
\
C a�
4-�, Em S c
S
Tract 1
A f
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N
/ / ��a re\\� \ '9G
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CA
\ Rx
m - 2 w
o
o
eaa 99��
t.
o �.
Z °
15 17.2 S . F
6
0.04 Acres
ent)
9/ Qet
pec Q � � ;; 1 ��,' ,
\ C
F N ti
ten; ✓
O z
o
(including Easem
PARCEL # 217GA03101
�0°0 Town of
Aye
aeati �°
Varnamtown
3503/589
Fo c
0 5 10
20 `\ \
Map Cab. 80, Pg, 45
5r -ale: I"
= 10'
PG. 2 of 4
NOTE:
If channel dredging of the Lockwood Folly fiver 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 also be the Town
responsibility to replace the dock and piles once dredge
activities conclude to re-e5tablmh use of the structure.
arcel No. 217GA031
licky & Jackie Varnam
(Marker 12, LLC)
1274/1164
M Cab O Pg. 288
'A `ec
Q
'A
Map Cab. 5, Pg. 81 \ eea '`� Tra�Ft
ontrol Pt. #2
vation=5.62'
vVater Datum
v�
s
o�
.a.—t s�
Varnamtown
;ement
031589
). 80, pg, 45
0° c� 1517.21 S4• -
eno p6�c' Sebe 0.0=
(Including Easement)
PARCEL # 217GA03101
#s: eyae�Oav�•� ..
`Ke gec
o r�a.0�os��a al
e�eaok�$
2
� Ag 1`
/ �611 �i-0, S6�a162A
C d #gp Cotton
�0 Nal SpikeSet>;
Water depths measured at low tide on
Sunday, September 18, 2016 @ 4:00 pm
\ c
00
"v
ooh
00
Water D
MCT
a
/
CPO/ Water2.6
Dep�� /.
/ell
/
ro
9 Q /
To
�/ mt0 �� Axle
3503/589 `0>� Fo d
Cab. 80, Pg, 4
u Water Depth
PROP05ED (5'x 35'
FLOATING DOCK �p0
Water Depth
°
0
R Elev.
\ 0+ X6.67'
0,0
FROP05ED
5'x 12'
RAMP
c�
�O
1001 \�
\ S�
PROPOSED 5'x 70' PIER
U
hiV� ��;1
Mli%
:
7 X016
PROPOSED 8"
T.W. ROUND
PILING (TYP.)
0 5 10 20
Scale: I " = 10'
ISSUED DATE
10/7/16
REV. DATE:
1 1/7/16
DRAWN BY:
TMM
CHECKED BY: 1
MAN f
5CALE:
1'= is
Q N
� U
�Lr)
c9
� N
s= U
� � N
o
N (` c�
W ��� Ln
4--N E m c
m M w
<L o , o
Q() o 73
z p
ca (D
4 U
O Rz
U
Pc,. 3 of 4
W
J
LU
20
tell
X
-10
PIER / FLOATING DOCK PLAN VIEW
SCALE: I " = 10'
n In 2n 30 40 50 GO 70 80 90 100 .110
IPPOP05ED 5'x 12' KAMPI
IPROP05ED 5'x 70' FIXED PIER
20
QS
0 10 20 30 40 50 GO 70 80 90 100 110 E oZ
RECEIVED 0
PROFILE OF PIER / FLOATING DOCK (SECTION A—A) DCM WILMINGTON, NC e ;,. U N
SCALE: I— = I O
ws, s
PG. 4 of 4
A •
55UED DATE:
10/7/16
2EV. DATE:
DRAWN EY
TM M
LOU
I Ln
O'lECKED BY:
MAN
SCALE:
C
g
I'
U
O
N _4k
Q
p � J
J
0
U
N C)
p c� O
Q =
Z
Q Q o
p
U- > Z
LU N m z
IL. 3
p Q0
lLJ Z 2
IL 0
Em
0 >
' o m
0 U
QS
0 10 20 30 40 50 GO 70 80 90 100 110 E oZ
RECEIVED 0
PROFILE OF PIER / FLOATING DOCK (SECTION A—A) DCM WILMINGTON, NC e ;,. U N
SCALE: I— = I O
ws, s
PG. 4 of 4
Q C'j
10
LOU
I Ln
LLL
L U
O
N _4k
J
9 c
w
N C)
p c� O
0
J
LU N m z
Em
' o m
0 U
L
—10
z o
QS
0 10 20 30 40 50 GO 70 80 90 100 110 E oZ
RECEIVED 0
PROFILE OF PIER / FLOATING DOCK (SECTION A—A) DCM WILMINGTON, NC e ;,. U N
SCALE: I— = I O
ws, s
PG. 4 of 4