20091186 Ver 1_CAMA Application_20091105

3ev'nr!',' "aver P&-cUe
Gover no(
?iA*k:! _
NCDENR
Oirec+I 09 - 1 1 8 6
November 3, 2009
Cyndi Karoly
Division of Water Quality
No V 5 2OC9
MEMORANDUM:
TO:
FROM
SUBJECT:
Applicant:
Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
-lee i eetrur':
secre'cti ?Y

MM-UTER WALgY
*VaRmRMYIAWrtANGtt
CAMA/DREDGE & FILL Permit Application Review
Homer Smith, LLC (Beaufort Harbor Marina & Yacht Club)
The project site is located at 101 Cedar Street, Beaufort, Carteret County.
The applicant is proposing to construct a 179 slip marina, clubhouse, 54 car
parking lot, boardwalk, extend concrete boardwalk.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
11/24/2009. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer
North Carolina
Natuffl1lil
[lffdjVl rU11111L rue owiuume
Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
1. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($D)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0).
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 400/6($190)
Check # I
i's
Amount 4q
Project
Name
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Homer Smith LLC (Beaufort Harbor Marina and Yacht Club)
2. LOCATION OF PROJECT SITE: Adjacent to the south side of Town Creek at
101Cedar St. (currently Homer Smith Seafood), Beaufort, Carteret County
Photo Index - 2000: grids 40-528 O (9-12)
2006: grids 41-8034 J (13-16)
State Plane Coordinates - X: 2701314.273 Y: 362182.534 Rover: J072209A
Longitude: 76°39'57.05625 Latitude: 34°43'20.98483
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE:Dates of Site Visit - 7/22/2009,10/8/09
Was Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received -10/14 /2009
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Beaufort dated 1996
Land Classification from LUP - Developed/Conservation
(B) AEC(s) Involved: CW, EW, PTA, ES
(C) Water Dependent: Marina(yes), high ground work(no)
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - Municipal sewer
(F) Type of Structures: Existing - Homer Smith Seafood with all accessory
buildings, parking lot, concrete bulkhead and
docks.
Planned - 54 car parking lot, 179 wet slip marina with
excavation
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION:
DRFDGFD FII LRD OTHER
(A) Open Water N/A N/A 48,883 ft2 Shaded
204,612 ft2Inc.
(B) Coastal Wetlands N/A N/A 1,548ft2 Shaded
(C) Shallow Bottom 271,000 ft2 N/A N/A
(D) High Ground N/A 412,554ft2 N/A
(D) Total Area Disturbed: 889,714ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
Field Investigation Report;
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 02
8. PROJECT SUMMARY:
The project proposed is to construct a 179 slip marina, club house, 54 car asphalt parking
lot, boardwalk, and extend the existing concrete boardwalk. A section 404 wetland
delineation has been signed for the project site, and is on file. The applicant submitted an
Environmental Assessment on October 1, 2008 and was submitted to State Clearing House
on October 2, 2008. However, at this time no conclusion has been made. The purpose of
this project per the applicant is for access for recreational boating to the Beaufort area as
well as commercial use.
9. Narrative Description
The Homer Smith LLC/ Beaufort Harbor Marina and Yacht Club project is located
immediately east of the DOT bridge at 101Cedar Street in Beaufort and is adjacent to the
south side of Town Creek and the COE Turning Basin. This project is not located within
the Town of Beaufort's Locally Designated Historical District however it is located within
The National Register Historical District. The property is 64,033 square feet in its entirety
and is an average of 5' above NHW. The shoreline length for this property is 978'. The
site currently supports one large seafood packing building, loading docks, fuel storage, a
gravel parking lot, commercial fishing boat docks and is stabilized with a concrete
bulkhead.
The most western portion of the project has been used historically by the public for
recreational fishing since 1978 per aerial photos and still is used as such. There are
currently trash receptacles and fishing line disposal receptacles in place. There is a 75' to
110' area of coastal marsh at the west side and central section of the property. It consists of
S_partina alterniflora, Spartina patens, and Salicornia species. The undeveloped western
portion of the high ground is comprised mostly of grass, a few cedars, oak trees and scrub
bushes. This area currently abuts the NCDOT Bridge which has future plans of new bridge
construction and is currently in a phase of being reconstructed as a high rise bridge. The
bridge alignment would shift north with the new construction.
The proposed development is a commercial project and currently has 10 existing slips. The
properties impervious surface is currently at 63.91 %. There are commercial properties to
the east and a draw bridge to the west of the project area. Several new marinas have been
proposed and permitted within Town Creek over the past years adjacent to the project area.
The Town of Beaufort's Land Use Plan classifies this property as Developed with all
AEC's classified Conservation. Town Creek is not designated as Primary Nursery Area
and is closed to the taking of shellfish. Town Creek within this area carries a water
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 03
classification of SC, has a width of 1,400' and a tidal amplitude of 2'. Water depths are an
average of -3.5' nlw within the project area and riparian corridors have been set to follow
the existing alignment of the adjacent neighbor "Beaufort Partners LLC" on the east side
and are drawn 90° from the channel (Federal turning basin) on the west side. These appear
to coincide with aerial photography and the plat dated received 10/14/09 showing the
channel configuration. Substrate is mostly silt. No SAV's or shellfish beds were observed
within the proposal project area.
10. Project Description:
The current proposal is to construct a 179 slip marina, club house, 54 car asphalt parking
lot, boardwalk, finger piers, platforms and docks for commercial use.
The applicants are proposing to construct a partial fixed pier and partial floating pier
marina with permanent slips. The fixed pier would run parallel with the shore and retain
the dimensions of 6' x 261'. It would connect to an 8' x 325' wooden boardwalk which
then would connect to a concrete boardwalk.
An 8' wide floating pier (A) would start at the west end of the fixed pier, cross open water
and continue waterward for 185', running parallel with the designated riparian corridor. It
would be accessed by a 4' x 20' gangway. It would intersect with the main floating pier
section which would be 9.83' x 260'. This section would have a 10' x 12' platform
attached which would house any needed electrical utilities. The pier would intersect a 6'2"
x 13 Ft- platform. The west side of the platform would be located a distance of 450', with
the east side located a distance of 440', from the federal harbor setback. The docking
facility would also meet the minimum 15' setback from the west and east side riparian
corridors. There would be 18 permanent slips located within this area. The slips would be
numbered A -1 to A-18 with a total of 9- (6'2" x 60') finger piers and 18 tie pilings within
this area. Slips A- 1 to A -9 would be a width of 21' with slip A- 10 a width of 18'. Slips
A-11 to A -18 would be a width of 28.08.
Pier B would be located directly east of pier A and would connect to 6' x 7' fixed pier by
way of a 4' x 20' gangway. The most landward portion of the gangway extending from the
fixed pier would have two 6'x6' platforms which would house all needed trash receptacles
for this dock. The pier would extend over open water for 357'. It would be 9' 10" wide and
intersect with a 6'2" x 91't- head platform. The west side of the platform would be located
a distance of 430' with the east side located a distance of 420' from the federal harbor
setback. There would be 36 slips located within this area with 18- (4'6" x 40') finger piers
and 18 tie pilings. The slips would be numbered B-1 to B-36. Slip areas B-19 to B-36
would be 19.25' wide by 40' long. Slip areas B-1 to B-18 would be 40' long x 15' wide.
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 04
Pier C would be located east of pier B and would connect to the fixed pier by way of a 6' x
56' fixed access section with two 6'x6' trash receptacle platforms as well as a 4' x 20'
gangway. The floating pier (C) would extend waterward for 320'. It would be 9'10" wide
and intersect with a 6' 2" X 90't- head platform. The west side of the platform would be
located a distance of 430', with the east side located a distance of 410', from the federal
harbor setback. A 10' x12' electrical platform would be attached to the most landward
section of the floating pier. There would be 32 slips located within this area with 16- (4'6"
x 40') finger piers and 16 tie pilings. The slips would be numbered C-1 to C-32. Slip areas
C-1 to C-16 would be 19.25' x 40' with slip areas C-17 to C-32 15' wide x 40' long.
Pier D would be located east of pier C and would connect to the fixed pier by way of a 6' x
70' fixed access section with (2)-6' x 6' trash receptacle platforms as well as a 4' x 2'
gangway. The floating pier (D) would extend waterward for 376'. It would be 9'10" wide
and intersect with a 6'2" x 100' 1-head platform. The west side of the platform would be
located a distance of 430', with the east side located a distance of 410', from the federal
harbor setback. A 10' x 12' electrical platform would be attached to the most landward
portion of the floating pier. There would be 35 slips located within this area with 8
(5'x45') and 10 (4'6" x 40') finger piers and 25 tie pilings. The slips would be numbered
D-1 to D-35. Slip areas D-1 to D-15 would be 20.50' x 45' with slip D-16 at 20.11' x45'.
Slip areas D-18 to D-35 would be 19.25' x 40' with D-17 at 36.70' x 40'.
Pier E would be located east of pier D and would connect to the fixed pier by way of a 6' x
14' fixed access section with (2) - 6' x 6' trash receptacle platforms as well as a 4' x 20'
gangway. The floating pier (E) would extend waterward for 384'. It would be 9'10" wide
and intersect with a 6'2" x 55' 1-head platform. The platform would be located a distance
of 390' from the federal channel setback. A 10' x 12' electrical platform would be attached
at the most landward portion of the floating pier. There would be 29 slips located within
this area with (6) - 5' x 50', (2) - 5' x 55', (1) - 5' x 30' and (7) - 5' x 45' finger piers and
28 tie pilings. The slips would be numbered E1-E29. Slip areas E1-E11 would be 21.5' x
50' with slips E-12 to 15 at 23.5' x 55'. Slip areas E-17 to 29 would be 20.5' x 45' with
slip area E-16 at 21.08' x 45'.
Pier F would be located east of Pier E, inside of fuel platform G and would be the smallest.
It would connect to the existing concrete bulkhead and walk by a fixed 6' x 5' access
section with a 4' x 20' gangway. The floating pier would extend waterward for 200'. It
would be 9'10" wide and intersect with a 6' 2" x 109.83 t head platform. The west side of
the platform would be located a distance of 600', with the east side located a distance of
610', from the federal harbor setback. There is a 10' x12' electrical platform located at the
most landward end of the floating section. There would be 18 slips located within this area
with (8) - 5' x 50' finger piers and 20 tie pilings. The slips would be numbered F- 1-18.
Slip areas 1-8 and 11-18 would be 21.50' x 50', with slips F-9 and 10 at 19' x 50'.
Field Investigation Report
Romer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 05
Pier G which is the most western, would be mostly used as the fuel dock but would house
the remaining 11 slips which would be numbered G-1 to 11. They would be on the west
side of this pier and would be 21.5' x 50'. There would be (6) - 5' x50' finger piers with
12 tie pilings. The floating pier would extend from the existing concrete bulkhead and
walkway by way of a 4' x 20' gangway. The floating pier would extend waterward 250'. It
would be 9'10" wide and intersect with an 11'6" x 234' fuel platform which would also
house the pumpout. The west side of the platform would be located a distance of 500',
with the east side of the platform located a distance of 230', from the federal harbor
setback. There would also be a 12' x12' fuel control platform located where the pier and
platform intersect.
The typical boat using the marina would be 40' to 80' with mixed types such as sail,
charter, yachts and center consoles. The marina policy would prohibit overboard discharge
with no overnight or live aboard dockage and would seek to enroll in the Clean Marina
program. The marina would be equipped with a pumpout station on fuel platform G and
would require boat owners to place dye packs within their pumpout tanks. There would be
"No Sewer Discharge" signs on every dock as well as "Pumpout Available" signs.
The width of Town Creek in the western area of the property is 1,820' with the most
eastern portion at 1,098. The western pier (a) would extend no farther than 455' into the
water body from nhw and the eastern pier would extend no farther than 270' into the water
body from nhw. All the piers the outermost portion of the piers and platforms would be
located a range of 230' to 550' from the federal harbor setback and 15' from the riparian
corridors.
Piers (F) and (G) would connect with an existing concrete boardwalk that runs parallel
with the shoreline at the eastern part of the project area. A new 8' x10' concrete walk
extension would be added on the east end. The existing concrete boardwalk would connect
with a new wooden slatted designed boardwalk 315' from the east riparian line. The
wooden boardwalk would be 8' x 325'with docks (D) and (E) connected. All work would
be located over high ground.
The applicants are proposing to excavate two sections of the boat basin area with a
hydraulic pipeline method. A total of 44,250 cubic yards of material would be removed
below nhw. Per the applicant when unsuitable material is encountered for the hydraulic
dredging a mechanical bucket to barge would be used. The excavation dimensions are
250' x 670' and 138' x 750'. The average existing depth is -3.5' nlw with a proposed final
depth of -8' nlw. The connecting water depths within this area are an average of - 11.3'
nlw. The excavation within area one would be a minimum distance of 14' from all coastal
wetlands and area two would be a distance of 220'.
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 06
A dredge disposal dike would be utilized for spoil disposal and would be located at the
Beaufort Maritime Museum site and property owned by the Old Seaport Development
LLC adjacent to the Beaufort Airport property. The berm would start from grade and rise
with an outer 3:1 ratio, depending on location, to a 6', 8' or 10' platform, then fall with an
inner 3:1 ratio. The fill height would be 5' to 6' with 2' of freeboard. All sides of the berm
would be designed in this manner. The dimensions of the berm would be 290' wide x 405'
long and allow for 88,566 cubic yards of material. The existing ground surface is at + 3'-
4' with the berm height at +8'-10' from existing grade. There would be a 570' influent
pipe from Gallants Channel to the spoil area and a 230' effluent pipe leaving the spoil area
with a settling basin and discharging into Gallants Channel. The pipes would be located a
distance of 380' apart. The most western berm would be a distance of 60' from nhw and
20'-30' from delineated jurisdictional 404 wetlands. The most eastern berm would be a
distance of 30' - 60' from nhw.
The applicants are proposing a commercial marina with clubhouse and 54 space asphalt
parking lot area located on existing impervious over the high ground portion. The
applicants are proposing a wooden, two story elevated clubhouse with porch and deck for
the use of the marina patrons. The building would be 29' x 42' (1200 square feet). The
existing grade is +5.0' MSL with the completed first floor building height at +9.0' MSL.
The 54 space parking area would be located south and directly behind the clubhouse
building. One 5' x 100' and one 5' x 80 concrete walkways would be used as access from
the concrete boardwalk located along dock areas F and G. The dimensions for the parking
area are 250' x 145'.
The clubhouse and parking area would be located over existing impervious which for the
entire combined tract is 41,203 square feet or 63.91% and 44,085 square feet or 68.74%
within the AEC. The clubhouse and parking area would require a total of 36,154 square
feet of high ground to be graded and filled. The amount of impervious surface proposed
along the tract within the AEC has been reduced to 36.77% with the entire tract reduced to
38.43%. The clubhouse would be located 15' from the nhw with the parking lot located a
distance of 10' to 60' from nhw and 40' from the DOT right of way.
11. Anticipated Impacts:
The upland portion of this project would require the grading and filling of 412,554 ftz with
a finished impervious of 36.77% within the AEC and 38.43% for the entire tract. This new
impervious has been reduced from 63.91% for the entire tract and 68.74 % within the
AEC. The proposed docks and fingers would shade 48,883 ft2 and incorporate 204,612 ft2
of open water. The docks would shade and incorporate 1,548 ft2 of coastal wetlands. The
excavation would disturb 271,000 ft2 of shallow bottom habitat and remove 44,250 cubic
yards of material from the system. The shoreline has a total length of 978'. The setting of
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 07
pilings and excavation would cause an increase in temporary turbidity. There would be no
hindrance to navicration due to the fact that all work proposed would be 230' to 550'from
the Federal Harbor setback. There would be permanent slips added to the boating usage of
Town Creek. The most western portion of the tract has historically been used as a public
recreational fishing area for many years. This project could remove the public's right to
fish within this location. There have been several new marinas proposed and permitted
within Town Creek over the past year and have the potential to cause cumulative impacts
with the increased boating use.
Name: Heather Styron Date: 10/29/09 Morehead City
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
MEMORANDUM:
TO: DOUG HUGGETT
FROM: HEATHER STYRON.?
THRU: TERE BARRETT
Dee Freeman
Secretary
October 27,2009
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT- HOMER SMITH LLC
(BEAUFORT HARBOR MARINA AND YACHT CLUB), 101 CEDAR ST. BEAUFORT
The following are my comments and recommendations regarding the aforementioned proposal. The proposal is for the
construction of piers with all associated platform, pilings and fingers for a 179 slip marina, excavation and high ground
development. There would be a total of 179 permanent slips with several different docks labled A to G . A total of 137 tie
pilings and 91 finger piers would be located within the new slips areas. A total of 44,250 cubic yards of material would be
removed below nhw to a final depth of -8' nlw from an average depth of -3.5'nlw. All structure work would be a distance of
230' to 550' from the Federal Harbor channel setback. The high ground work,which includes the spoil disposal area, would
grade and fill a total of 412,554ft2 and would remain over existing impervious. The total area currently covered by
impervious surface is 63.91% however after completion this would be reduced to 36.77% within the AEC and 38.43%
outside the AEC (including the existing impervious). The width of the docks would be greater than six feet, however per
7H.0208 (6) (A) could be permitted if the greater width is necessary for safety or to improve public use access. Given the
intended commercial use and the density of the given slips, the District feels this is applicable.
The proposed work is consistent with 15A NCAC 7H.0208 and .0209 therefore the Morehead City District Office
recommends the project be authorized as proposed on plats dated received 10/14/ 2009, contingent upon all applicable
general conditions and the following standard conditions:
• The number of slips shall not exceed 212 as shown in the Environmental Assessment which was received on
October 1,2008.
• The length of the proposed docks and fingers shall not exceed 1/4 the distance of the water body.
• Work shall not hinder navigation in any way.
• The shoreline for this project is 978' so the allowable platform square footage shall not exceed 3,912 square feet.
• In order to provide safe use the piers shall be no wider than 9'10"
• The most western portion of the project area has been historically used for public recreational fishing since 1978
per aerial photos) and should remain as such.
• All work shall meet the minimum 15' Riparian Corridor setback as shown on the plats dated October 14, 2209.
• All highground work shall not exceed the limits as shown on the plats dated October 14, 2009 and shall not
authorize any non water dependent uses not shown within this project scope.
Cc: Tere Barrett, DCM
Dave Timpy, COE
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal opportunity', Affirmative Action Employer
James H. Gregson
Director
NorthCarolina
Naturally
ter W-1
APPLICATION for
Mayor levelopmeid Permit ° 9- ' 1 8 6
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Homer Smith Llc Project Name (if applicable)
Beaufort Harbor Marina and Yacht Club
Applicant 1: First Name
Tony MI Last Name
Frost
Applicant 2: First Name
Richard MI Last Name
Flowers
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
101 Cedar St PO Box City
Beaufort State
NC
ZIP
28516 Country Phone No.
252 - 728 - 2944 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Stroud Engineering, Pa
Agent/ Contractor 1: First Name MI Last Name
Ronald D Cullipher
Agent/ Contractor 2: First Name MI Last Name
David W Gambardella
Mailing Address PO Box City State
151A Highway 24 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 747 9 ext. - ext.
FAX No. Contractor #
252 247 4098
Street Address (if different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
252-808-2308 .. I-838-4 OAST v?vvEr. re?cg st iris roa ?r e?t.e?et
Fcrm DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 101 Cedar St NC Hwy 70
Subdivision Name City State Zip
Beaufort NC 2816 -
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 728 - 2944 ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Whiteoak Town Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
NNatural ?Manmade ?Unknown Bogue Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
NYes ?No work falls within.
Town of Beaufort
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
978 FT 64,033 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1.34 ac, .13 ac, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5 ®NHW or ?NWL
e. Vegetation on tract
Coastal Wetlands, 404 Wetlands, Cedar trees, grass
f. Man-made features and uses now on tract
Larger parcel is currently used as a commercial fishing operation. Smaller tract to the west is undeveloped
g. Identify and describe the existing land uses adjacent to the proposed project site.
Existing land uses adjacent to the site are commercial.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
B-3 (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
<Form continues on next page>
252-3013-2a 0 3 .. 1-1383€-4RCOA T .. wv?rvt.ncccastalsranag-emp-nt.iiet
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.
Wastewater treated by Town of Beaufort
o. Describe existing drinking water supply source.
Onsite Well
p. Describe existing storm water management or treatment systems.
None existing
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public/Government
? Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Project will be developed into a marina capable of handling small transient boats all the way up to 80 ft yachts. 179 wet slips,
fuel and pumpout facilities will be provided onsite along with a clubhouse and ship store.
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.
Standard marine construction methodology, Hydraulic Pipeline Dredge, Mechanical bucket Dredge, Backhoe, Excavator,
Dump Truck, Barge, Jet pump, all stored on site.
d. List all development activities you propose.
54 car parking lot, 179 Wetslips, One 8 ft wide boardwalk, Seven 6 foot wide fixed piers, Seven Gangways, Seven 9'10" wide
floating docks including an 11'8" wide fuel and pumpout dock, finger piers, and clubhouse. Fixed Platforms for trash cans,
Floating platforms for electrical transformers, and Fuel control.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? .83 ?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.
Existing 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>
252-305-2aG8 ., 11-333-4RCOAST .. vr4vr;.roc-oastaimanage€ic il.nat
Form DCM NIP-1 (Page 4 of .4)
APPLJCATION 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 acale. 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 John Gardner Phone No. 252-977-7645
Address PO Box 4305, Rocky Mount, NC 27803
Name NCDOT Phone No. 252-514-4716
Address 209 S. Glenburnie Rd, New Bern, NC 28560
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 Major 92-01, Issued July 23, 2001, Tony Frost NCDENR 55-95, Issued 5/10/95, Homer Smith Seafood
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 10-28-09 Print Name David Gambardella (Agent)
Signature 4111c
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information QDCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-803-2.803 .. 1-833-4RC0AST .. vvvt vv.nccoasfaImanagement.net
Form DCM MP-2
EXCAVATION
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all suppiemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel

NLW
Canal
Boat Basin
Boat Ramp
Rock Groin Rock (excluding
or
( Breakwater shoreline
NWL) stabilization)
Length 670' 1750'
Width 250-1138'
Avg. Existing -3.5 NLW

Depth
-3.5 NLW NA NA
Final Project
Depth -8 NLW NA NA
9. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Fine sediments and silt
44,250 CU YDS
C. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Location of disposal site to be determined by licensed To be preapproved by NCDCM
dredging contractor
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ®No ?NA ?Yes ®No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes NNo ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE 13TAEILIZATION Z !-his section not applicable
(If development is a wood groin, use NIP-4 - Structures)
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ?Riprap []Breakwater/Sill []Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? LJYes NNo ?NA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Dredge spoils will not be kept onsite. Fill material will not be stored
on site.
C. (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.
/--? QA'-?
Date
Beaufort Harbor Marina & Yacht Club
Project Name
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Backhoe, Excavator, Dumptruck, Hydraulic Pipeline dredge &
Mechancial Bucket Dredge
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
David Gambardella (Agent)
Applicant Name
pp scant Signature
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
1 Clubhouse, 54 car asphalt parking lot,
c. Density (give the number of residential units and the units per
acre).
No Residential Units
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No ®NA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
2
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
.83 ac
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, Concrete, Gravel
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
36.77% (reduced from existing)
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
38.43% (reduced from existing)
j. Describe proposed method of sewage disposal.
Town of Beaufort
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Concurrent with CAMA
Submittal
k. Have the facilities described in Item (i) received state or local
approval?
?Yes NNo ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ENo ?NA
If yes, attach appropriate documentation.
Describe proposed drinking'vvatcr supply source (e.g., svcll, . (i); Will water be impounded? ?Yes ?]No ?PIA
community, public system, etc.)
(ti) If yes, how mama acres?'
Onsite Well
When was the lot(s) platted and recorded?
Unknown
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
C?
Date
Beaufort Harbor Marina and Yacht Club
Project Name
David Gambardella (Agent)
Applica t-ida e
Applicant Signature
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/Government ?Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 7 (A, B, C, D. E, F. G) Floating & 6 Fixed. 1
Wood Boardwalk. 1 Concrete Boardwalk
(iii) Length Floatinq: A-445', B-357', C-320', D-376',
E 384', F-200' G- 250'
Fixed: A-261', B-7', C-56', D'-70', E'-14', F- 5'
Boardwalk: 325'
Concrete: 10'
(iv) Width Floating 9'10
Fixed: 6'
Boardwalk: 8'
Concrete: 8'
(v) Floating ®Yes NNo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 14 Floating(A, B. C, D, E, F, G, 6 Electrical, 1
fuel control), 8 Fixed Trashcan Platforms
(iii) Length A-131', B-91', C-90', D-100', E-55', F-110,
G-234', Electrical 12'. Fuel Control 12', Trash 6'
(iv) Width A,B,C,D,E,F - 6'2", G (FUEL) 11'8", Electrical
10', Fuel Control 12', Trash 6'
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
179
(ii) Number of slips existing
10
? This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ?No
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
1_, 44, 15, 20, 2, 9 (91 Total
30', 40', 45', 50', 55', 60'
5', 4'6", 5', 5', 5', 67"
®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:
? Other, please describe:
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmana_gement.net revised: 12127/06
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: 40'-80'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
137
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed types (Sailboats, Charter, Yachts, Center Consoles)
1. (i) Will the facility be open to the general public?
®Yes ?No
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: 4; Location: Marina clubhouse
® Showers
® Boatholding tank pumpout; Give type and location: 1 at Dock G
b. Describe treatment type and disposal location for all sanitary wastewater.
Disposed and treated by Town of Beaufort sewage system
c. Describe the disposal of solid waste, fish offal and trash.
Garbage cans, dumpsters, and solid waste pickup
d. How will overboard discharge of sewage from boats be controlled?
Marina will be a locked head facility with no sewage discharge allowed. The marina facilities will be equipped with a sewer
pumpout system to promote boater use and minimize discharge of wastewater from boats into the adjacent waters. A locked
head policy will be put in place with strict enforcement action in slip leases to prevent bilge and head discharges. Boat owners
will be required to place dye packs within their pumpout tanks in order to quickly identify any potential leakage. The sewer pump
out will be closely monitored to ensure that it is properly utilized.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
"No sewage discharge" sign on every dock. 7
(ii) Give the location and number of "Pumpout Available" signs proposed.
"Pumpout available" sign on every dock. 7
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
No maintenance will be provided or allowed.
g. Where will residue from vessel maintenance be disposed of?
No maintenance will be provided or allowed.
h. Give the number of channel markers and "No Wake" signs proposed. 0
252-808.2808 :: 1-888-4RCOAST :: www.nc-coastalnl?.n_a_qqment.net revised: 12127/06
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
1 located at Dock G. The marina facilities will be equipped with a new fueling station that utilizes automatic shutoff nozzles and
is designed to be quickly shutoff in the event of an emergency or a spill. Marina staff will be trained in a Spill Contingency Plan.
Fuel absorbent booms and materials, fire extinguishers, and other fuel absorbent materials will be stored near the fueling
station. Procedures for fuel containment will be clearly stated on signs for boat owners.
j. What will be the marina policy on overnight and live-aboard dockage?
Overnight Allowed. No-Live Aboards Allowed
k. Describe design measures that promote boat basin flushing?
Limit depth of dredging to depth no deeper than connecting point
1. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
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 ONo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
0CW 24,273 sf ?SAV ?SB
?WL []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
252-808-2808 :: 1-888-4RCOAST :: www.necoastaim4naqgMent.net revised: 12,127/06

6. MOORING PILINGS and BUOYS ® This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
G. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15 East, 15 ft West
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1400' avg
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
b. Proximity of structure(s) to adjacent docking facilities.
30 ft to permitted structures
d. Water depth at waterward end of structure at NLW or NWL
12-14 ft NLW
e. (i) Will navigational aids be required as a result of the project?
?Yes NNo ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ?This section not applicable
a. Give complete description:
22'x 4' Gangways will be used to access each floating dock.
10/29/09
Date
Beaufort Harbor Marina and Yacht Club
Project Name
David Gambardella (Agent Stroud Engineering PA)
Appli Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.necoast_a_ima_nag?ment=net revised: 12127/06
CAMA Major Permit Narrative
Beaufort Harbor Marina and Yacht Club
Property Address:
101 Cedar Street
Beaufort, NC 28516
September 30, 2009
Owner:
Homer Smith LLC
101 Cedar St.
Newport, NC 28570
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
A. Description of Project
1. Type of Development
This project will include the development of a commercial marina with associated parking to be
located at 101 Cedar Street in Beaufort, North Carolina at the current location of Homer Smith
Seafood. The site consists of two parcels located on the water adjacent to the Hardees restaurant
and across from Town Creek Marina. The site includes 1.36 acres that currently supports one
large seafood packing building, loading docks, fuel storage, a gravel parking lot, and commercial
fishing boat docks. The additional parcel abuts the Homer Smith property to the west. It is not
currently developed and is approximately .13 acres.
Construction will require the removal of the existing dock and the existing seafood packing
building. An 8 foot wide wooden boardwalk will be constructed along the western shoreline up
to the existing concrete boardwalk. Where the boardwalk crosses marsh it will be reduced to 6
feet in width and elevated. Seven floating docks will be constructed. Six 6 foot wide fixed piers
with gangways will be constructed to access six 9'10" wide floating docks. The seventh floating
dock will be accessed directly from a proposed 10' x 8' extension of the existing concrete
boardwalk that parallels the existing bulkhead. The floating dock width is required for safety
due to the fact that there will be 2 ft wide dock boxes located on each side of the floating docks.
This will leave 5'10" available for foot traffic. Each fixed pier will have platforms at their
beginning to accommodate trash cans. Each floating pier will require a 10' x 12' platform for
electrical boxes and wiring. There will be 179 proposed wet-slips ranging in size from 40 to 60
feet in length with 91 finger piers ranging in width from 4'6" to 6'2".There will also be a
designated fuel and pumpout dock at the end of Fuel Dock "G". This dock will be 11'8" wide to
accommodate fuel pumps, a portable pumpout, and fueling on both sides of the dock. There will
also be a 12' x 12' floating platform used for the fuel pump controls and valves on dock "G"
The project also includes hydraulic pipeline dredging of approximately 44,250 cubic yards of silt
and fine sand from the marina basin. Where the dredging encounters material not suitable for
hydraulic pipeline use a mechanical bucket will be utilized. The dredge disposal dike will be
located at the Beaufort Maritime Museum site and property owned by Old Seaport Development
LLC adjacent to the Beaufort Airport. Existing and proposed bottom contours are shown on the
attached dredging plan. Existing normal low water depths range from 1 to over 14 feet in the area
of the proposed docks; shallow areas are proposed to be dredged to an 8 foot depth at normal low
water. The location of the deeper water bisects the site of the dredging into two areas. This
channel ranges from 10 to almost 15 feet deep at normal low water and part of it will be used for
access. The proposed dredged depths will be shallower than the access channel which will allow
for good flushing twice a day.
The upland component of the project will include a 54 car asphalt parking lot, underground fuel
tanks, clubhouse, and loading and unloading areas. Potable water and wastewater disposal will
be provided by the onsite wells. Upland disturbance will total approximately .83 acres. This
includes the construction of 19,515 square feet of parking, 1200 square feet for a clubhouse,
concrete walkways totaling 4,058 square feet, and the removal of concrete, gravel, and the fish
house. Existing impervious surfaces on site total 41,203 square feet. Significant amounts of
gravel and concrete will be removed from the site. The total BUA will be reduced to
approximately 24,773 square feet.
2. Earth Disturbing Activities
a. Removal of fish house, concrete. and gravel
b. Dredging of boat basin and access channel
c. Construction of boat slips
d. Construction of parking lot
e. Construction of clubhouse.
3. Drainage
Drains into Town Creek by way of sheet flow.
B. EA Mitigation
All wetlands areas on site will remain intact and be protected from development activities
by maintaining at least a 10 foot buffer from construction and ensuring that a slope of at
3:1 is utilized on all bottom contours. Hydraulic pipeline dredging techniques will be
utilized instead of "cut and slough dredging techniques" in order to avoid undermining of
existing wetlands.
9 Dredge spoil disposal will stay out of any coastal and federal wetlands.
• The developer proposes the removal of existing buildings, existing gravel and pavement,
and existing concrete for a total decrease in impervious surfaces of 16,430 square feet
upon completion of the project.
The marina facilities will be equipped with a sewer pumpout system to promote boater
use and minimize discharge of wastewater from boats into the adjacent waters. A locked
head policy will be put in place with strict enforcement action in slip leases to prevent
bilge and head discharges. Boat owners will be required to place dye packs within their
pumpout tanks in order to quickly identify any potential leakage. The sewer pump out
will be closely monitored to ensure that it is properly utilized.
• The marina facilities will be equipped with a new fueling station that utilizes automatic
shutoff nozzles and is designed to be quickly shutoff in the event of an emergency or a
spill. Marina staff will be trained in a Spill Contingency Plan. Fuel absorbent booms and
materials, fire extinguishers, and other fuel absorbent materials will be stored near the
fueling station. Procedures for fuel containment will be clearly stated on signs for boat
owners.
• Maintenance activities such as boat engine repair, fiberglass repair, painting, pressure
washing, and hull scraping will be prohibited on site. Use of phosphate free,
biodegradable detergents and cleaning compounds for boat wash down will be
encouraged at the marina.
• Areas for fish cleaning and solid waste disposal will be provided for boat owners by the
marina.
• The Developer has contacted an independent environmental engineering firm to perform
a detailed chemical analysis of marine sediments required by the NC Maritime Museum
prior to dredge spoils being placed on their site.
• The marina will seek to enroll in the NC Clean Marina program and meet all standards in
order to maintain the Clean Marina status.
• The marina basin is open water subject to tidal flushing and avoids the water quality
problems associated with upland basins. In addition dredging will result in bottom
contours shallower than and sloping towards the main access channel to prevent
stagnation and promote complete tidal flushing of the marina.
• The project is to be located in an area of water classification (SC) in which the Division
of Water Quality prefer marinas as opposed to SA and SB waters.
• The reduction in impervious surfaces will also allow the developer to replant much of the
site with vegetation.
• Dredging within the basin will occur during the winter months to avoid the juvenile
shellfish and finfish season from April thru September.
• US Fish and Wildlife Service manatee and turtle avoidance guidelines during
construction will be distributed and adhered to on site.
~
f' j I';
, I
~ r f r ( t 1
r 1 r ~ ~ r , r r r ~ r , D10 ISLAND ~ ,
r ~ r ~ ~ r i 1 ~ r 1 ~ ~ ~ ,
I ~ r ~ ( r .f t r ! ~ r , ~ TOWN CREEK BASIN
l r ! f r 1 / 1 r I r ~ l
I ~ I 1 ~ ( I ~ ! r f l
l ~ l r ~ f ! ~ t f r f ~ ~ AYDEN PAUL BRIDGE ~ r ,
i ! I 1 ` r f ~ f f , r 1 ~ , n ~ ~
( { t ~ - r ( r , , r l r ~
~ ~ , , r 1 ~ ~ ( 1 f r r ' ~ RT 70
, r r ~ , f ` ~r i ~f0'~A ~
Mr ~ t ~ ' ` f o>, r , f r r f
~i, r , ~ r ~ r r ~ J C , , 1 G
r mf r i f ~ ` , f Y'
, ~°r p, nr r r r f ° r Dry f t I
f nr , ! r ~ d00 aP 1
, f , , r ,
, , , r h, r ,
, , r t , t , r r r r a
, , i ~ r r r , f , r r t f
, , , r t r r , r , ~ r , r
, r , r r r r f , , , r r r
, r ~ r r ,
! 1 , I l , 1
, f ! r f ~l r
/ V / f f f , ~ i/q O , fr r f( i ' EXISTING SITE NOTES
r r !STANCE,,,, , r r , ,
r r r r ~ , , PROPERTY AREA
, , f ~ , , , r t r , ~ r r / / ~ , , ' LARGE TRACT: 1e35 ACRES
1 SMALL TRACT: .13 ACRES
j r r ~ fr o, EXISTING IMPERVIOUS = 41,203 SF (63.91°l
~ ~ f ( ~ ~ / ~ ~V ~ , r , r f r r
r ( ` ,r \ rr ti ~ , i , r ~ ~ WITHIN 30 FT BUFFER = 16,615 SF
IN 75 FT AEC = 13w690 SF
r r , ( ~ ( f r r r ' ` \ t r f ( f ~ ,
f ~ ~ ~ f , EX° TOTAL IMPERVIOUS (AEC I= 30 305 SF
, r , ~ , , , , r r r r ~ , r
r ( , , f 1 \9 AREA WITHIN AEC - 44,085 SF
, f , I l I / , 7 , 1 1 M~ EX° AEC % IMPERVIOUS - 6.8.74%
~ , , ~ r q , ( ~ 1 r ~ti~ t
, , , r ! \F r t , 1 r r ~ a~
r ~ f ( \ r , f , f , ,
, r , l , ~ r t , ! / , ~ f TOTAL EX. WETSLIPS = 10
, , r , r ? , ! , r , r I I
~ , ~ ( , , ~ r i p
( r TOWN CREE }WN CREEK + I
? r r t
? ~ f ] r f f r I i
? I , , 1 f ~ I ? ~ I I r \ r
f J l f t ~ ~ NHW LINE TABLE
7 ~ ` / \ ` ? , ~ ~ / ! ~ f
O f r , r ~ ~ r L1 14.54 N46°55'18"W i j ~ L2 14e84 S60°49'29"W
~ ? r ' , , ~9 ` i ~ r r ~ ~ I i ~ L3 9.39 N89°04'34"W
~ ! S f ~ f ' 1 9 Ff f r ' ( r ~ ' ~ L4 6°01 N46°06'11"W
9i,~ ~qc ' ' fr f r ~ \ ~ ~ L5 11.87 N33°08'53"W
,r ` fr r f ~ '~~~OfSi r rr r , . w \ o~-Sr?,°!ce I I ~ L7 7?602 SO~o 08' 38'~W
~ 1, L8 18.55 S67 47 55 W , I , L9 12.69 N72°52'03"W
r ~ , , r p L10 12.08 N39°33'18"W
r ? , r f r f ~ , f r i ! ' L 11 26.49 N86° 25' 25 "W
, ? , ~ ' r ~ , ? , r 1'~'- L12 53.24 873°05`37"W p ~ L13 27°87 N82°46'18"W
r , L14 12.50 N14°55'29"E
, ~ 0? , r f ~ i f ° ~ ~ 'l~o~ L15 6°53 N55°43'24"E
r , ? ~ ~ ` r r , j ' ~ ~ ° s~NCF L 16 7.80 N71 ° 23' 19 "E I _ ~ L17 5.14 557°26'45"E
r ~ t f f r I ~j = L18 7.89 N06°55'10"W
, , ? ~ r f r f ' _ = L19 5e78 N73°10`24"E
~ 'I L20 11.42 833°07'46"E I ;W ° L21 13.93 N58°26'19"E
EXTRAPOLATED ~ ` ~ r ? r , ` ` ~ SHORELINE ~ r , w~ ~ w_ COASfaL ` _ = L22 23.29 N81°03'47"E ~
~ ? 7 w~~a~~`w w~r~~y~ WETLANDS ` - L23 10°30 869°19`43"E ~ `~~~F~~
~ ' . y , + . / ` f , wa~'~`a~~w,~~~~ ~a~~w~e. a~t~walt ~~`'w wilt Y wY ~c ` ~ , ~ ? ` r ~ Jc yc~c Jc ~ yc aka J~ ~ ~ alt a ~ L24 4.23 S43°27' 19"E ~ ~ ~ J ~ ° L25 16.57 888° 00' 06"E ~
yt w arc 51r. w~ a~ wait yc way ~c wale wY Jc w f W W w 'w~ ~ wad w~ ~ way yy~ y~ way ~ w~ ~ war i a L26 2.04 N04° 31' 49 "W ~~o~ ~
~9 u . r„ b r 0 ` q q W W ~Ic yc ~IcJc ~c Jc ~Ic d W W W W W W W W w~c w~ ~ w.~ ~ way. w~ y way ~w~ ~ wait >~y`w~L'~`~ w~y`~ i ` ~ ® ~ . ? ~ ° ~ W W W W W W W W W W ~ ]iC SIG ]iL yL aL ~ ~ yG ]G .]C ~ ]IG .)IC AIL .)IL , ~ w~ ~ wale a~w ~ w,~ alp w~ w,~ ~ w EX. WOOpEN h~ ~ _ = ~ ° L27 17.14 N69°32'10"W
f "PS W W W W W W W W W w~ ~ ~`,~~`w~ ~'~`w~a~`~y`w~ DDCK \ /n \ W W W W W W yG W L~ `1' W W W AIL a~G yL ]L AIL i I-_ c L28 54.03 N57° 18' 18"W DENR-Y~ATER~AUTt' ' L29 55.31 N74°44'13"W ~tG~~~~~ps+OR~r~.a'rE~Bi~ti
` ` NN W W i '-n W W v W W W W W W 1 D W W W W W W w~IC ]C w]~ ]G w.~ILi 9 ~ _____„_...,.E._ P® ~ ~ W W W W W W ~ w,1 JL~WaIL~~L~W~Y i,' ~ ~ P~~P~SEQ SOCKS L3~ 81685 S84°28'50~~W
~ `CONCRETE ~ ` W W W W r W W W W ~i }i( ~ aiL 1Il ` pA .e~.r 0 ~ 1r W W W W W W W W W ~2~' W W ~i2 ~ wJL `JG wyL. ]~C `L~ yL I G ~ ~ULKHEAD / t5, g3 ~ W W W W 426 ~3 ~22W ~'i`~ walc~`~ w~'1=~y`wa~ Y ~ ~ ~A1VIA-M~~~R ~ L32 17.43 828°22'34"W ~ 9 ' 1 ~ 8 6
~3$ ~ ~ ~ ~ ~ ~ 2 fr r 6 ~ ~ w~ ~ wal: wale ~ way ~ w~ ~ wat ~ w . / ~ ` ~ ~ ~ ^ Y wa~~`~e~`w~J`~~`w~'~~al`wY alc~wa~c~yc~wal~~alc~w #103 09 L33 57.19 N53°20' 17"W
~ ~ ® N ` yc al[. yc ~ s~ ~ yc yc Jc yc yt yc yc ~ \ ~ ~ w~c aiG way a~ walc Y w~ a~C way ~ w~ ~ w~ ~ 584. ~ wat!~`alty`wal[~`a~y`wY ~'i`w~ ~~`w.,~~~ w~'i`~~`w~ ~ ; ~ L34 8°13 N61°33'12"E
85 ' ~a~ ~ s,,, ? ? W wyG .~G wyc Y wJc yc w~ yl. w~ aV. wy L35 8.84 N68°27'49"E f `
65 ~ ~e ~ ,y< ~w ~ ~`walc~`~~`waic~`~~`w~ca~ , ~ ` 3t ? w~ yc~wat~~~ ak ~ yc 3' i ; ~ L36 14,51 N73°33~38~~E ~
s w~ ,I~~wyc~aL~wal~~aL%w w y~~ ~ ~ I ~ ~ L37 39.03 518°02 59 E i ° L38 55.22 S17°19'46"E ~ '
o ? W~W WW., i ~ L39 6.50 S53° 19' 27 "E g;I~; ~ ~ ~ j ~ ~ L40 38.34 S82°56'10"E
~ ~ ~ / 75~AEC ® 4 I ~ L41 2°71 813°35'09"E
V ~ L 3 T ~ e v f ' ~ c L42 17 , 82 N70o 42 ~ 48 ~~E k' ~ ~
' L43 1°53 N13 26 54 W I ? ~ _ ° L44 18.11 N70°03'16"E
~ ° ~1 ' I ' ~ L45 t.41 817°41'01"E
~ 5 ' ~ ~ _ ~ L46 15.05 N70° 17' 34 "E
EXISTING L~cENO a DDCKS 9 ~o ; I ~ c L47 1.44 N12° 25~ 23'~W 9 ~a9 ~ I L48 34 ° 11 N70° 08 47 E REVISIONS:
~~'.""®dr 49.85 ~ v'p 'o ' ~ I LINER ~ ~ L49 168.91 N89°22'50"E . ° > ° D . ~ D ° v . 0 b ° ° ~ ° . ° a
wyc ~ w~c OW NHW ~ v p o p o ~4'45't5 E 6 -08 ' r p°, v, p° p°, v ~w.al~'~a~~w.~t~ COASTAL MARSH BEL a , ° ° ° ° ° ° L 5 0 31, 7 2 S 3 4 ° 01 ' 00 "E Na 8Y DATE DESCRIP7KIN
v °4~ v..° ° r.° ° 0 39 L44 ' d W W W W 4 4/COASTAL MARSH A86VE NHW ~ ! OWO 7/22/ CAMA REVJSJONS v.. D. a a .p' o a 872°51'29"E ~
40 q~ 5 v ep p v v °p r v v ,D. W W W W US v °p pp'0p`.ve r ~ ~ ~°T ~ ® ® 2 OWG 8/10/09 CAUA REVISIONS
° a.°, ° EXISTING CONCRETE /C /O ~ 1 o o P'.°v o o ~lEl 60.49 ~ 3 DWG 9/30/ CAiUA REVISIONS
R, Cf °°°.°r° lY Qq ° WAl1 3 839°05'28"W
EXISTING GRAVEL '''°+r.,.,° rRfFr p p_° v t?x6S~'.iN~ 1 , a o Fl,SHOUSE ° a ~ Ex I S~'.l N$ ° ~ > ~ ~ 4 DWG 10/29/ CAYA REVISIONS F SHOUSE ° qy
° yu ° MiW rp V , p ° v p ° ° V v ° v ° ....,;~~--a-e ® ~F~/ / EXISTING COND I T 1 ONS
PROPOSED CDNCRETE ® ~ 1g -
RAMP I: o° Q p p v ° i
1/4 0)STANCE LINE ` ° ' ` ° ° ° ® d ° ° ° sq EAUF®RT HARBOR MARINA ~ YACHT CLUE o ° FC e® /
p r p 9 r v° p° d ......e.......-• EXiST1NG DOCK Mt9 ° ° 1 i~ D° c° D° 0 01 ®
PROP LfNES ~•o° a - EXISTING CONTOUR 2 Sao. ® % BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
2 - PROPOSED CONTOUR
-I•~0 EXISTING ELEVATION e~ ~ ® d ® DESIGNED. NARO~OHN GARDNER CLIENT: HOMER SMITH LLC
TR CAL TRANSFORMER ® EIEC i a, • ~ RICHARD C° FLOWERS RDC/DWG ® ADDRESS:
! AEC AREA OF ENVtRONMENTAI CONCERN ~ 101 CEDAR ST° DRAWN:
X EXIST]NG ~ i N/F TOWN 0~ EMB EMBEDMENT 'o° ® ~ '.]3EAUFORT • NiF towN o ®`0aourrrnryr NC 28516 RDC/DWG ® ® ®0` ~ CAq 'oo® BEAUFORT, '.~EAUFORI~ 0
MtN M[NIMUM Y ~ ~ TYP TYPICAL ° ~ ` CHE ED ~\.y' ,.,~®~:p~ESSio~°tiyI•., PHONE: [phone] °
Tc AIfIT TA C/'AI C I o
NHW NORMAL 4TWWATER /
NLW NORMAL LOW WATER MW MONITORING WELL o° c *SEA 3 * ST UD ENGINEERING, P.A. APPROtD
R/W RIGHT Of WAY R®, WELL SUPPLY WELL 50 25 0 50 loo m s 151A HIGHWAY 24 i~'? `°=FN ~C°~`~e MOREHEAD CITY, N.C. 28557 DATE:
SHEET #1 OF 5 OBj~~/©a1B01jee~~~4,,,• 7-7479 p, 6/'. ! C~aae a?r' ?~~?'i' _ 2~ O 1 SCALE NALD D. CULL PHER P.E. 1 "
PROJECT 994-lJG SCALE: 1 = 50
DESIGN FILE 994-2/994-2FINAL-W-KASS.DGN 111 77

~,,i
~7
e °
1 r ° i
r / ' t ! r , ' ' r I ~ ° \ i 1 \ i
J / ' ' r , , ' ~ , r 119.83 ' , ~ ° " ° r O10 ISLAND ~ °
9 .00 r ~ rr , ~ ° r ~ i
r 89.83 ' r r , 1 60.00 ' ' 110 ' ~ r ° r
r 8.21 r , ' ' 89.63 r r it t r r 58.60 r , ° ° TOWN CREEK 8AS I N ' °
96.23 j , r
' r ` ' ' 67.90 r r ! , r r 109•$3 ' r r ! + / + AYpEN PAUL BRIDGE
r r ` 71.30 , ! r r , , r / ~
r , r r J r ' ` 244.83 ' r
( ! ' r ! ! , ' r r ' r , ~ r ! , ' I r ~ ~
, , r ! , ri ! ' / RT 70 ; r
, r r r r r q l r ' ' I r I ~fp4q Sr SrA .
njr , ' ' t r ~Nr ' r rr r r r ref
r 1
r P r I ! + r
r I r r , o^,' mgr ' !
r ' ~ r n'r r r , ! r ^t ~i r , t' / / r
r , ' ' ~r ' r ~ ,
7 / r ! I ' r i t r ' r r I , ~ ! / , I I " ~
N t r I l , ( ~ , ~ l 1 , ( r
M I r ! r i r 1 ~ r r r r l
~ r '
M r I I , tb r 1 ~ ,r
l IA w 1 I W r " all ,r ,r n' ' ~ ^r r l
r ,
m 0.00 ~ 4 O1S7"4N , , r rQ A1z a1o cep , , i
r r rl N Y • I N ! , ~l4 ' I +
T 1 ' m A9 o r~ vi r r ~~RM " r '
,r o n. r w !r' 819 1' / M Q^ r r ~ N H ' ' / / 017 r + SITE NOTES r
t r A13 ,a y n ! so , N 816 ' ~ ' ° N r r ~ r
/ ~ e 0 ~p / AB ~ r' 82G • ~ ~ N / OI PROPERTY AREA
, O , ~ A14 a N r N B17 ~ m D18 ~ o, ° LARGE TRACT: 1.35 ACRES ° ° ° SMALL TRACT: .13 ACRES
' N , ° ' 821 17 40.00 0 ~ D16 \ , sir r co , ® C r 1 N eN N \ r ~r r ° °
r r A7 0 , , N ~ C 6 a° o \ i ^r ~ = r ~ r N 1 ! m o 019 0 ~ \ , , r °
o ~ 8 6 r C16 N 015vi o \ r , yj , 822 , e ~ C15 ~ N N \ r r r ° ° EXISTING IMPERV]OUS= 41,203 SF !63.91%)
_ N A15 9.63 ~ l I N r I o , N 815 , 40.Op a ~ D20 \ r r A6
' N n r 823 ~ C19 ~ ~ 014 PLATf \ ' o n r x a C 14 m N N ORM ~ PROPOSED IMPERVIOUS
an ~ At 6 ~ ~ t N p r N ° ~ D21 as . ~9 r PARKING LOT = 190515 SF CLUBHOUSE = 1,200 SF
N fi0.00 o N ' 824 ° 8fa C20 N h D13 ° ~ ~i r A5 ~ r m , . ^ r C13 N o ~S~ t ' CONCRETE WALK = 4,058 SF
N , ~ , N ' 16 9 ' o r N $13 N r 01 D22 0 0 ~ r ~ti~, r ~r
ca r o+ 825 C21 ' N ~ ' ~ ' F r TQ a o ~ ° r N D12 0 0 ' \ o r TOWN CREEK TOTAL - 24,773 SF 138.43%)
A17 r' A4 ~ N r N 1 C12 . ^ o; D23 ° N i? , 30.Op ~ o ! ° ~ r • N ~ ~ 6 !'812 ai C22 r ~ ~ ~ ~ r a
o r 60.00 ro , 62 r Ctt of N Dft o 0 ! r PROPOSED IMPERVIOUS IN AEC = 16,210 SF + AREA W[THIN AEC = 44,085 SF
ao A18 o , ~ N 40.00 r 61 t N ' a, N cov . 18 r 55.00 ' % WITHIN AEC = 36.77% ,
° N r A3 N ! ~ ~ 827 ' a. r ~ N ~ , D24 ~ o ~ r 1 ` r ~ C23, p N ~ ~ E 5 , I '
° ~ t M a r N r o C10 ~ x 010 o a Ef9 r r ® ! r` O / N ' 91 G ~ ' U ° V1 N 25 OU ° e N N I I ' TOTAL WETSLIPS = 179
° r ~ ' 828 r ur C24 N a o ~ o ' ~ ® ® ! ~ A2 N ' • ~ o C9 ~ ~ N o 09 a 45. p0 0° r + TOTAL PARKING = 54 SPACES I '
p ® ° t • ® N B9 N ~ o M m 026 N n~i E2 E14 rn / , +
° ~ ' 629 ~ Q rn N ~ , ® ° ! a0 / Of ~ 1 N to ° i • ! ~ ui Al 0 ~ ~ ~ e rC25 C8 ~ n N 0 a ~ , 55.00 o r I ' , +
® , N 40.00 N ~ of D27 8 0 0 ~ ~ ! ° ' 88 of ! a ° N N E21 E13 M r ! ' , '
, ~ 630 C26 N ~ 45.00 0 o N ~ , 13, o r N , ° N C7 ~ N D7 'n ~ r ~ r ! ' , '
r' ~ T~ ! N 9.83r ! 028 ° ~o 67 N 'n a E~22 Y n + NHW LINE TABLE
, 'Qj ~ ' o+ 831 r C27 N ur ' v , ~ E12 r 4 F~ r c r ~ N 40.Qp p ~ ~ r° o N r I `
9 6 ' r' C6 0 ° , m~ r ' ~q,Y ~C~ r N r ~ r 9.83 ° ,n 029 ui D6 ro o rE23 w o r ~ ~ ° r ~ , 86 r C28 N N Eit ~ r , ' PUMPOUT ! ~ L 1 14.54 N46° 55' 18 "W
° 1 632 r ° ~ r C5 ~ N ~ , . ~ I ~ ~ 1 , . L2 14.84. S60°49'29"w
, F° r FLOATING N ' N ' D30 D5 ~ ~ N ' >q OfST ® , r r , PIER ~ B5 Ci r ~ o N a o r E24 50.00 o r A! '~4 ofsr f ~ L 3 9.39 N89° 04' 34 "W AIyCF j ; L4 6.01 N46°06' 11 "W
r ° ® ~ ~ ° C29 v C4 FL ATING N ° 9.63 0 ' 1 `a r EO r L5 11.87 N33°08'53"W
' ? ° N N r c P I R of 031 ~ ~ ' ° N r Pl r ~ ~A r 84 0. ! D4 0 0 , 9.83 ° ATFOi r ° ' ~ °i 634 0 r C30 N ~ N r E25 uoi ~ ?3 P~ArF ? ' L6 17.12 N80° 55' 45 "W
r r ° ~ r h ~ r C3 ~ N 45.00 p p ~ E9 ~ 4'28 z39. °RM c I ; L 7 7 ° 60 S02° 08' 38 "W ze LS 18.55 S67°47'55"W
' ° N ! ° 3 r w ~ D32 03 'r ! N r r I ~ ~ ! Ot r N O O FUEL ~Tr` " _ L9 12.69 N72° 52' 03 "W
r ° 835 , ~ C3i N ° N N E26 N r 1 r ` ® , q0 0 C2 m o d ° r ° ~ r-----_--~'~'~ L10 12.08 N39°33`18"W u+ FUEL 1 ~ ~ L 11 26.49 N86° 25' 25 "W
r! , e N , N , 0 40.00 • ~ m 33 up E6 r ~ 109.83 r r ° °f ' 636 62 ° r C32 C1 N o ~2 N N E27 • c~ ~ I coNT o~ ~'`9 01 L 12 53.24 S73° 05' 37 "W
1 ~ t I N p r ' r ° ~ , N r ~ ~ ° p rq I , 7 to I " ~ ~ ~ ° ~s~HCF L13 27.87 N82°46'18"W
r/ r ~ ` r 91 of ' ° oD34 ~ D1 ~ E ' PLATFORM t ° Q 1 , ~ N ~ O rp ~ ' ~ F ~ L14 12.50 N14°55'29"E ° 15.00 c°- L15 6.53 N55°43'24"E
r r ~°0' ° r r GANGWAY N v N r N E28 0' o N coo - ~ L 16 7.80 N71 ° 23' 19 "E
v r ? a! DOCK C 35 , ur E6 of F10 g L17 5.14 S57°26'45"E
\ , ? , GANGWAY ~ W~ ~ GANGWAY r o Egg N F9 ' GANGWAY r® 4 y~ y~ y COASTALN SO.Op e ~ N G9 rz ° ° L18 7.89 N06°55' 10"W
J , ? , ° o F I XEO ~ ~ ~ ~ ~ y~ WETLANDS ~ ° \ ~ ~ ® ~c Ji.Jt Jet y~ ~ ~ ~ DOCK 6 ~ ~ ~ ~ ~ ~ ~ ~ E5 \ ' F I X£D DOCK ' y~ ~~y~~~~ ~~y~~~~~ y ~ ~ r a F 11 ° L19 5.78 N73°10'24"E L20 11.42 S33°07'46"E
\ . a ~ r ~ ~ ~ ~ ~ Q y~ ~~y~~~~ o F B \ A 0.58 ° 1 y y ~~~~y~~~~y~~~~ ~~~~~y~~~~~~~Y~y ~ o +Q ° ~ ' ~ ~ L21 13.93 N58°26'19"E
\ \ ^ • .W3,ir 1~4®24 ~ ~ ~ ~ ~ ~ ~ F 1 XED ~ ~ y~ ~ ~ Y N 1, . ~ W y w ~ y~ y~ ~ y~ ~ ~ y~~ ~`y,~'~u~`y~~`~~~.~~~ ~ ~ E4 F12 0 " ca ' ~ ~ ~ L22 23.29 N81°03'47"E
° a ! ~ ° L23 10.30 S69° 19' 43"E ' G7 w ' a C L24 4.23 S43°27'19"E
s` 0 50.0 ~ \ N W~ W W L 1 ~Y W •Y ~L SIG JL ~G AIL .)G ,aL / N Q e ~ \ y y ~ ~ f 0 y y~ y~ ~ y~ f ~ 50. p0 " ~ ' I L25 16.57 S88°00`06"E
° \ . ~ '^t ~ f ~ ~~~~~~Yy~~~~~~~ E3 N F13 - 15.1 ° ` " , " ~ L26 2.04 N04°31'49"W 50.00 v + i ~ PROPOSED DOCItS ° L27 17.14 N69° 32' 10"W
\ e. ® ° ?15 y •L25' £2 y~ ~ y~ ~ N F6 \ \ ~ i 83 \ W ~ ~ 1.,26 ~ LY2 ~~~~.~~~Y~~~~~y~y`~~` , o ~ x ~ \ ~ ^ ~ v " o + ! " ~ CAMA MAJOR ° ~ , ~ n103-09 L28 54.03 N57° 16` 18"W
\ \ / n n ~~y~~~~y~~~y~~~~y~~ Y~~~~~y~~~~y E2 r o ° I ~ - L29 55.31 N74°44'13"w
. ~ C / ® yc ~ ~ , _ y~~ ~y~~~~y~ ~ v W~ ~ ~ r N k F5 "+e.. 11`, +I~~~~c~~L~c~yc~~J(~~Ie~~Lyc~J~~WJc~~Ic~~LJc~~c~vJr~ I Q vy ° ° N c5 ~ L30 31.55 N82°58'50"W ° I ~ ° L31 8.68 S84°28'17"W
N o
/ / ~ '~`y~ ~y~~~~ y FIXED r' m 'n ~ ! ° L32 17.43 S28°22'34"W N c4 ~ ~ L33 57. 19 N53° 20' 17 "W
o ` W ~ DOCK E ~ 9.63 ! ~ L34 8.13 N61°33'12"E ~ ° ~ ' L35 8.84 N68°27'49"E
L y w y ~ ti F16 N 03 ~ ~ ~ L36 14.51 N73°33'38"E
° I ~ ~ L37 39.03 S18°02'59"E
r N F2 ~ c L38 55.22 S17°19'46"E
1) ~ ~ o it _ N c2 , ~ ~ ~ L39 6.50 S53°19'27"E I L40 38.34 S82°56'10"E
a LEGEND ` B fT WOODEN '~a k` F18 o ~ CONCB wa° ~ ~ L 41 2.71 S 13° 35' 09 "E ~ c, ! EzTENSioN ~ ~ L42 17.82 N70°42'48"E
i 60AROWALK ~~f^1 e F1 I ~ L43 1.53 N13°26'54"W
~ ~ c L44 18.11 N70°03`16"E
~yy~~~ COASTAL MARSH BELOW NNW / L38 L4! 49.85 / ~ FIXED ° ~ ° / DOCK F L49 I ~ ~ L45 1 .41 S17° 41' 01 "E t'a~'tcawe+x~,' i ° MAR$N L46 15.a5 N7o°17'34"E REVISIONS: ` ~ _ . ~ ~ I NE ~ I L 4 7 1 .4 4 N 12 0 25 ~ 23 ~~W Na BY DATE DESCR~PTIoN
y y a. w 404/COASTAL MARSH ABOVE NHw ~4 45 15"£ a' qa
~ / 4%. 4 ° ~ o , a . n' o , / 39 40 L44 5 4 CLUBHOUSE
EXISTING CONCRETE p S y / 'o . ,q~ a AREA ~e wr 1 aREaNousE ?°64 ~ ~ L49 168191 N89°2`50"E ~ DWG 7/22/09 CAMAREVIS/0NS . ~ S72 51'29"E ° / ® L 5 0 31.7 2 S 3 4° O 1' 00 "E 2 DwG a/loio9 CAMA REVISIONS - - 6 ~ ~ ~ ~ 4.40 60.49 ~
EXISTING GRAVEL ~W QFOq , B
f4(s~ ~ 30 S39°05'28"W 3 DWG 9/30/ CAMA REVISIONS
PROPOSED CONCRETE , ,,,r, °s / . 9 OWG /29/ CAMA REVIS10N5
~ /S P~ Cay9 / ' 9G
e 0 9 F ---1~~ 1/4 DISTANCE LINE 6 ~ - ~~F / PROPOSED MAR 1 NA PLAN
EXISTING DOCK .N ; /
PROP L1NES 4`~• ` iN 1 - , ~ 1c / / ~
2 EXISTING CONTOUR ~®°w,` `7 / ~ / ~ , S'Fc BEAURT HARBOR MARINA ~ YACHT CLUB / e
2 PROPOSED CONTOUR ~ , ~ 1
-1•~0 EXISTCNG ELEVATION p0 ,gym ~ ~ ~ ,~o° BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
ELECTRICAL TRANSFORMER ~tZO%~ ' •yh ~ / N FOJOHN GARDNER CLIENT: HOMER SMITH LLC DESIGNED:
~E ELECTRICAL 80X > 5.4a ~ RICHARD C. FLOWERS RDC/DWG 6.43 /
A AR A NY R NTAL CONCERN p ~ 6.43 E%C EXiSTINCE I ONME / ~ `ao/ °
® ~ (21 8'X 24 ye N/F TOWN 0~ EM8 EMBEDMENT ° MIN MINIMUM ® ~ `°a, UNDERGROUND °~p EAUFORT ° ~/F TOWN 0~° ®,®®~ewnn'uyo®~~ ADDRESS: 101 CEDAR ST. DR RDC/DWG EAUFORT® a®® Gp,R04,,~ BEAUFORT, NC 28516
TYP TYPICAL ~ FUEL TANKS NTS NOT TO SCALE ® °
uuw unouei urru Werra A . \ „ ~~i ~ _.°.'~crn.•._ punnir . r »~'t_n~~o CHECKED:
NLW NORMAL LOW WATER `Q, 4K+®A(LD"'u'IV~~®~ tuivL a V GJL 1 1 LJ V i I O N
MW MONITORING WELL R/W RIGHT OF WAY
WELL SUPPLY WELL 50 25 0 50 100 t °sa ~ 3 s~4 STR UD ENGINEERING, P.A.
SHEET #2 OF 5 , APPROVED: ® • ~Q: Z; ~r` 151A HIGHWAY 24
PROJECT 994-lJG %9•''°..FNG1N~•'`°v.®~® MOREHEAD CITY, N.C. 28557 DATE: 0 4N J~®~` (25 7-7479 6/30/09
SCALE: 1 = 50
DESIGN FILE 994-2/994-2FINAL-W-KASS.DGN Z 69 ®®fff~fi~feDt+~~®~, gL 0 SCALE,
RONALD D. CULLIPHER P.E. 1 " = 50'

v
B P
t '
! e
r r r ! ' /
! B ~ r , ,I , ! f ~ ®f
RA010 ISlANO ' e
r r
r! ! r r ' r 1e /
TOWN CREEK BAS[N ! ~ ~ ~ i` `e • ` e
! , r , 1
.r ~ r ~ T
GRAYDEN PAUL BRIDGE ! ! ~ ~ ~ r r' ! 1
r , r 0 ! f
! , ~ , ` ~
! ' ! ' RT 70 r ~ /
cF ! EDGE aF ~ • D~9 Sr ~ r r r MARSM r / a,
r r ' r l
, ! r ! r t / ® ®
.
! r r , r 1 r , ! , r /
, r r , r 1 ! f r , r /
I + t , r , r ® A a,q
r , r , ! / I ! r r ! ! . l el•\'~? ~"aye I1~1 °®a®
, r r / I ~ rr r r n mil, ~a,00~ ST
\ r r r , r l ! r , r ~ / ~
t \ r r , ! r / ! ~ / oRT
I , ! , r , , / r , r r r r /
I ~ r ~ r r ! r r ~ r , r r /
j \ ! , r , ! ~ r ! r , r r / r
\ ~ , r , r i i r t I l
! r , , / 1 r , 1 j l ,,o I
\ r ( r j r I 0
r , r
~ ! , ! , ~ BULKHEAD , ! / /
! , ' r ' ~ ~ , , i•••''• r ~
' ~ r 1 r r l v t \ , , r , / A .1, r / j 1
, \ ~ r 1 ! I v / r /
, I \ ! t . / 1 e ,
O I ' \ r r / 1 / \ V r I l! ~ V r! I e l / /
\ ~ , r r l \ ~ ! , / p , e I C~ l
/ \ \ t ' , r ~ ~ 1 ( / ~ ~ A r , ! , A I ! 1 / ' /
/ s ! , ~ ! Lq~F ! r ` 'f' ' l I FFDFR~ !r , r , ~ v t r / / Q /
• ! RAgBA4~ r ~ r ~ ~ i ! } 01 + D f /
+ ~ I/
! , ~ i~ r ! Iti ~ 0 /
! r ~ ! ! r ~ ~ r i r r ~ ~ ' ' ~ r r 0 /
• r r ! r r r , r 1 \ ! \ / / B
I i ! ! ~ qr I ' r~~ r r ~ / 1
I I r \ I , \ \ I ~1 ' r ~ V I f . i
i ~
10 •00 I ~ ~!r r ! ! ! r ~ ~
' v' ~ ~ r r ~ ~ ~ ~
~ ~ ! ' ^t ~ ! r ,r ~ ~ , i ` ~ ! ~~t a> ~ r ! ~ ~ ! i / > ~
` ~ r r r r I ~ ~ r , r ~ r hr ~f~ r
~ ~ r r r r ~ •1 , f I
W III ! , ! ! hr , t I ` 2 r r r , , r / / f
~ ~ TOWN ~ ~ ~ r , ! ! r f , TOWN CREEK
r r ~ U W ~ ! ! ! of ~ w r ! , p 1Y \ /
w T u r r ! l o ,AUF ~R{ ~ r , W ~ , O~ r f 7 ~ ~ u w I, r I r 1 , /e V~
W l ' 4 1 I ~ I ~ ~ h . x ~ I~ ` 2~ W W , ! , r , ~r r , / 0 . ~ 1, /
~ ~ r !r ~ I 1 e /
` U~ T T r r r l , ryr i ~ W ~ V , , 1 , ^r r ~ ~ / 1 ,
~ 4~ W W r t r , ! ! Oil , ~ VI U <.1 ! , r r 1 ~ r \ , / \ 7 <
NOTE: USACE CHANNEL J a ~Q AllCNMENT FROM USACE; ` ~ ~ ~ r r ' r r ! ~r ' r ~ ~ / ! LEGEND
BEAUFOR7 HARBOR GALLANTS ` ~ ' ! ' r ~ , CHANNEL RANGE 7 d 8 PLAN ~ ' ! ' ! r ! , ~ r , r , r , f gal ~ s 1
`9 ~ r ~ Mr ~d ~ / , f , r ~ r r
~ I , , r r ~ ~I ~ ~ ~ , Al r , r mr 9 ~ r ~ ~`~..o ~ ! ! !r ~ o, o / • / ~ '~`y~'~`~'~`y~'~` COASTAL MARSH BELOW NHW
~ ` ~ r A12 Afro ptpa'~.( , ; r ~ o / I l ~ y W y W y y 404/COASTAL MARSH ABOVE NHW p
J f r 1 r , r ! r ~ ~ r A9 r 8t 9 r ' I ! e ° / / o , v °'.4 + EXISTING CONCRETE
~ ~ At3 Bt8 ~ / , ~ v ~ ~ ~ , ~ 820 , , r/ ! , T A$
~ ~ ~ ' A14 ! r Bt7 r 618 p16 \ r r r ~ ~ o , A7 Ct7 C16 , , 900 00 / ~ / f EXISTING GRAVEL
~ e~ ~ r r t , r D19 p15 \ r r ~
~ ~ ~ ~ ~ e 7 r At5 r B2 B 6r Ct8 C15 ~ \ ' r ~ e~ r r A6 r 8t5r D20 A! ~ ~?9 ° r r B23 C19 014 r I'' ~sqc ~ ~ / / r ~ PROPOSED CONCRETE USq~F FFOFRgi ' ' /
I ~B ` ~ ?e ? I C14 1`= r F FFo t ~ X99 ~ ~ ~ e r A16 A5 r B24 etp C13 D21 pt3 J ! ~ FRS e ! ! 0 Et6 '
j' ~ 1 ~e 022 ! • ! Bt'3 • ~ 825 C21 l 412 E t 7 ~ hgR804\ l ~ / ! - - - - i/A DISTANCE LINE ~ +
~ ~ e At7 ! A4 C12 r sc,oo r i ~,fF ? ! t 2 r D23 , ~ DfRgi ~ 'Q ~ ~ ` ° e r 826 C22r Ct 1 01 t ~ Rq fFAfRgI RgRRaR SFreq~ ~ \ I ~ ~ IJ PROPTIItNESOCK
Q ~ ' ? At 8 r ' E 18 ! ' " RAOD si ~ ~ ~ e ? A3 , lBtt 024 r ~ ~ ; e 827 C2 1 t Et9' E15 ~ e ~ C~ 2 EXISTING CONTOUR
II ~ ~ ~ ~ ~e ? r r 810 C 0 D25 ~ D 0 , _ r I [ ~ v I r , a2 828 - C 4 Cg ~ / ~ / z- ~ PROPOSED CONTOUR
f ` r ~e ~ r 26 D9 E2 E14 ! e ~ ` ` ; ~r \ e ' r 829 99 C25 D ~ r ' [ \ ~ / / ~ ~ -1.7° EX1ST[NG ELEVATION
~r ® ,e ! D27 08 E t E13 ! o i , . ~ !1 ® ! BB C26 C7 \ r \ ~ A 830; D7 ~ r ' / ~ ~ ® ELECTRICAL TRANSFORMER
` r , 0, , ~ ~ , B7 , D28 E 2 E12 f + ~ ; ~ ~ r 831 C27 f C6 ~ ~ / h AEC AAEA OF ENV]RONMENTAL CONCERN
~ r w ! B6 ! C2$ D29 E23 Ett ' avow i t r ` / EX EXISTING a / EM9 EMBEDMENT
I r `'h e ' r~ ,nw B3r~2 C5 D30 DS ' ?~+o~sr ~ ~ r . 636• ~ ~ r ~ , e r Pd~a B5 , C29 , ~24 i r ' `i`~?, .a , i i ; 9~ ~ ~ r ~ ~ , ?e , , C4 ?iu'r"~ D31 04 ! E 0 r fIEE I [t PROPOSED DOCKS ~ / MIN MINIMUM LOUR DECK$ / TYP TYPICAL
' ! ~ ~ 834 94 ! C30 C3 E25 E9 ~ `~;~,.T~i - , ~ ~ / NT5 NOT TO SCALE j NHW NORMAL HIGH WATER
! ~ ` ~ °r ~ ' 63 r 032 D3 , ' .BEd a ! ~ ! ° 35 , C31 C2 E26 r ~ - / NwW NORMAL LOW WATER ~ 1 MONITORING WEII
~ , ! ? ?e r 033 r' ES r G1 tc1Cti4~ 1 ~ ~'~Yr , ~ , ? 82 C32 1 02 r E27 , ~ . , ~ r , e ,r 636 , C ~ ! R/W RIGHT OF WAY ~ ~ - ~ ~ ; ~ / I WELL SUPPLY WELL
\ r ? r B1 r 034 Di ' E7 r t c ~ r ~ ~ ~ r e ? r E28 r G10 ~ r~ r ~ ? r r au~an+ D35 r E6 ~i, li
r~ , e ~ w+a~,r ' cwxc.., r E29 F14 F9 G9 iY ~ I
~ I" `L.J"` cwwr~ ° r r C - 5 ` 1" " r e ~ ~ES~s E5 r Fit - ~ ~ c 84.85 ° ~ . ~r e ~ ~ , F$ G8 IF % ~
~ t E4 r Ft r a, ~ ~ ~ . - ~ ` ' • , ? F7 G7 ~ PROPOSED DOCK ~ (j j ~ REVISIONS:
~ - I ~ ~ ~ ~II - ` ~ ? +o E3 ! F13 t' ~ CAMA MAJOR I / ~ wax ~ Ffi I
_ - ~ r .~„t b•`E" ++~~55,~ r G6 ; at103-09 1 ~ ~ I j ~ / Na 8Y DATE DESCRIP7IOM I,I ~ / r DWG T/22/ CAMA REVISrONS
I i I / / 2 DWG 8/IO/09 CAIiA REVISIONS
dEr.~ ~ 1 f c i i I ~I / 3 DWG 91.70/09 CA~rA REVl5rOxS ~f EXISTING DOCKS 1 '
1 ~ \ s sr F17 F2 0 ® G2 _ ~ 01 SCOVERY D 1 VE / 4 DWG !0/29/ CAMA REVISIONS
~@ s F1 ? i " r c I
°~w ~ ® s is f ~ se 1 I I ~ _ ~ ~ . =I / j PROPOSED OVERALL MARINA PLAN
1•n•is•E s / ss •.u~ ® as ® c ~ ~ ~ ~ BEAUFORT HARBOR MARINA ~ YACHT CLUB
do 1 i' / srrsi'»a , AryvQ \ ~y~ fuFt 1.d0 E0.14 ® v
r e
O ~ _ ~ Ev .e•~. - / •9• ® ~
T ~ a~ E ' ° ~ ti~ j I BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
•®.o ® / , / / / CLIENT: HOMER SMITH LLC DESIGNED:
® I e \ / xM0[ES v ' ~ ~e ' _ / ~ RICHARD C. FLOWERS RDC/DWG /
5.16 v . ® v . 1 std s~d• ® ® 1.~' ADDRESS: 101 CEDAR ST. DRAWN:
/ ~ ® X• ! ®,'oeeeHU~rgo~~e® BEAUFORT, NC 28516 RDC/DWG
y
~~Q' / .°°.o~'.~•;Gss~,;•~/N®'*_ PHONE: t252)723-0778 CHF~CKED:
? a°\ A ® Q, S sQ~ APP LLIJ~
e r D:
100 50 0 100 200 i ; N STROUD ENGINEERING, P.A.~
® : 'T. 151A HIGHWAY 24
. SHEET #5 OF 5 „ = 100, \ ® '0 -0f4'GINE~Q•~~`°~ EHEAD CITY, N.C. 28557 DATE: ` '~.,~q<0• • y~\4~,0`' [phone] 6/30/09
O r® ° ®B,ihaD1~e~''®0 r'-acQ'~ AA 10~ Uqj-~ SCALE:
PROJECT PM994-2 SCALE: 1 ? / / Is.
DESIGN FILE l~`ALD 6.-c UL LIPHER .E. 1 " = 100'

I
II \ II I I
y I r m I II I i
~ 1 / I
It II ° °-4.30 I I t ~ -11.10 o 'r.
DIO ISLAND ~ ° it I -11.30 ~ ~
\ -2.70 / i ~ ° \ ___----=14v5Q_ / 1 °-10.00 a _8---------------.r,-
~ / ! o ° ~ ~ / -7.70
TOWN CREEK BAS I N -4.30 ~ / ' ~ / _____q_Q~;1ro-_________ ~ °'7.30' _8__`~\~ -
'6- 4 6
AYDEN PAUL BRIDGE - ._8__________ _ - _ ~ ° ° a - ° ~ 7.80 , 5.00 ° / -4.90 ' -4.5Q'
~ -9.30 -a'~ '
p ~ /
- - -'__4_ ~
RT 70 2' p I
O4 r,4' sr ° i \ ~ y o -3.40 R STR HEFT -11.60 \ Q 1 -8.30 ' °
PF _ _ \ t 1 - Q ~ V f - -2.80
~ \ V 1 _ ° ° \ 1 ~
-12.70 -12.50 1 \ ~ - ' o e d \ \ 1 ~ " -2.80
\ \ I t-5.10 ` I, I
\ \ \ ~ i 1 1 0 / ° \ t It-3.8p °
-13.00 A V t l 1 -2.60 °.}.'i7~ ~ ° l -2.80
_ 4-- V A 1 1 ~ A ° -3\, 00 Q
-2.5D ° ~ ~ \ _ , ~ 1
-13.30 - ~ v E5 \ 1 t ~ ~ ~3-
- __________________________~q' ° t I l 1 0 ° -14,30 ~I I I I ~3 0-3.30 °
-14.10 I Q I I~ o .30 -3.10 ,
- ____---'~q----______-'•~ f ~ 1 i ° ~ l / - .30 ae I 0-3.40 /
e` -14.30 ~ l ~ II ~q___-_- i ~ /l l ~ I )
0-11.60 ~ / / ~ ( !
85 ~ , .I -2. ° + II _ ~ / o / -4.30
ro / I I I 1 _ -16:iT0 r 7c~`_-_- -12.70 I I y -2.10 0-3.60 /
_ ° ~ I i \ 10 ; 1 a I
-9.8D . I ~ 2 60 ----_---__-fl~3Il--_----~-- ~ , ~ ~ ~ / -3.70 0 --2 -3.60=
~ ~ ~ I 1 ~ i~ 0 A ~ ~ I V ~ I --q----gig
/ o - - - - ~ \ I ~ ~ \ / ~ ~ ~ \ \ \ e\~` 0-3.60 E
/ ° ~ ~ ~ ~ ~ 3.10 ~ \ -11.00/ ~ \ AREA OF / / ~ ~ \ EI 1i 0-4 70
DREDGING ~ / ° \ \ ~ ° ~ ~ 1 ~ o..
1 -5. ° \ ~ ~ Q ~ - 0 v~`
11 I -3. ~ ~ ~ ~ 6.3 ~ ~ I 0-3.70 -q--
i ` ~ (P v o v ~ -6.70 I I K(S -3.20 ~ \ ~ ~ _9.60 ~ ~ W EEK 0-3.90
i / ~ \ ~ ~ 1 1° 't ° ~ v ~ v ~ ° v 0-3.60 0-3.70 °~,USAC~ F
1 1 _6, D ~ -4 _ ~ 1 \ o ~ -9.90 \ \ I ~ o \ \ \ ~ -9.80 ~ ~ ~ ~ E~F~gC NAR
1 ! -3. ~ \ 1 \ ~ ~ ~ ~ I
~ ~ ! o ~ 1 i / -4. 2.90 / 1 ~ ~~9.70 ~ ~ ° 2.3 0-3.40 QQR "®0 °
1 \ ~ ~ ~ ` ~ ` -3.60
FEVER A~ Hq o S
I ~ ~ / -5. 0 -2. 'i~ °-10.40\ ~
/ 4.30 / ~ ~ ~ \3` 0-3.60 R8 R
~ P-6. ~ 1 0-3.60 eT$Q~,K,,,,• ° _ \
11 l ~ -6.10 / ~ y x10.301 ~ ~ o ~~p o ~ ~ 10.7Q ~ D ` 3.6a
i y -4. 3. 0 ~ ~ ~ y ~ ~ ` ~ ~ _
II / A - ,20 ~ ~ ~ 0-10.00` ~ 0
I I i `~Q ~ 9. ! i °-9 ~ ° ~9~ ~ ~ ~ 9. ~
I I m - D ° ~a ~ ~ ~ ~
i f l - -3. ~ ` ~ \ ~ ~ o ~v 0 4.20 \ ~
1 ~ -6.2 t D B~ ~ ~ ~ ~ ~ o ~ ~ 1 ~ ~ AREA OF
~ ~ DREDGING i ~ \ ~ -
° .10 3 ~b ~ ~ ~ ! \
1 0 ° -4,30 ~ t 10 ° 0 0 0~ ° 2.4 \ °-8.80 ~ \
~ ~ i .90 ° -2. 0 1.4 -1 .4 h~ _ / - o ~ 8- / ° ~ ~ \ .40
~ o -2 . o- 7 -1. 0 -1. ~ ~ ~ ~ ~ ~ ~ -3 0 \ _
C ~ \ - --3--------------- _ \
~ 5 / °-2 40 0 1.1 1. ° .10 ~ ~ o \ `6 , ° / o ° °-1. 0 -1 0 ° \ - .60
-5.20 ~ \ .6 - 00 ~ a ~ ~ - -4,~50 6 -1. ° _ - -6.20 ~ A
- \ \
°-3.10 O ~ ~ 5-- ,
-2.60 0 ~ ~ I i !
-0 0 - 1 3,~ ~ 1 i I ~ ~0 vv `v 1~ .20
~ \ t i I ~ \ ~
°-1.60 - .10o I ~ I I / o ~ ~l ~ 1 1 ! \ ~ 1 _ I I _ \ ~
p °0.90 d ~~~y~~~~y~ ~y ~ ~y~~~ ~ W ~ I I 1 I \ \ !
° 0.00 y~ ~ y~~ ~ ~ ~ 2 ~ ~ ~ N. ~Ic sic ~ ~`1'.alc ~~~y~Ic~~~J~ ~o ~Ic ~.~c ~Ic ' I I ~ A V iV 1 N' V A \ tV ~ I I \ \
I I I \ \ 1~ ~ 0 1.8 t o \ \ \
6 o y y y y y J• y y y ~ ~ - 1 I 1 > 1 y~~]~Gy~ ~ y~ ~ y~ ~ y~ ~ ~ y~ ~ ~ ~ I y y y y y y y y y y kt ~,IC. y']L~.]IG~~~c~~{'~~I' ~~G~ .aIG ~L aG ]~G AIL `JG ` I I ~ -11.60 v v \ ~ I \ \ ~ o
y~ y y~ y y y y ~~~y~~~ ~y ~ I N~~ y y y y w y W y~~~ ~~~~Ic~TIG~~L~~L~~L~IG ° I I I „~.r ~ y y y y m ~c w{ y m L 1 D ~ w y~ y W ~~L~~~~~9c~.~Ic~J~~lc~ -2 D 1 1 I I I v v v ~ 1.80 I ~ ~
~ ~ ~ y L y y y ~ ~ I ® y y y y y y y y y 1 y y y y y ~~~a~~~~y~~~y~~ ~ i 1 I , ~~2----- ~ ` - E5 i ~ ~ `
' ~ 215.8 ~W v. ~ w ~ m ~ ~ m y ~ ~ 20' m ~ t 2 y~ ~ ~ ~ ~ ~ 1 V ~ 3 y y L,26 ~3 ~22~ y~~~~y~~~y~~~ ~ °-2.801\ ~ ~ ~ ~
~ ~~y~~~~y ~~y~c~~c~.~~~Ic y~c~~c~y ~ \ \ ~-1_2.90 ` ~ -1 q ~
rz ~ ~ ~ ~ 1~ J 11 ~ •L~1c .J~ J~Jc .Jc ~d~ ~Ic ~LJc ~Ic. J~ .J~ ~L~c o ~ ~ -14.10 \
/ Ji~L~J~'~~Y~c~~c~~L~~ ~Ic~.1c~Ic~Jcy ~~Jc.~~~~Ir.y~Jr. ~ - .40 ~ v~ t ~ 0-12,10 ~ -
~ 1 ~ ~ ~
\
i \ L J .y. \ L y y~ \ `12~
/ ~ \ L Y y y y~~ -2.30 ~ ~ 30 ° ~ ~ ` ~ ` ~ ~ 9.50 \ ~ ~ ! ~
~ L37 L37 ~ i ~ ~ 8~ ° A v I
~ 9 ~ ~ ' >1 S ~0~~ -13.10 ~ ` 1 I
~ 92°Sp, ` - I ~ p 1 ~ ~
~ Q3'F ~ ~~1 -------------X1'0.20
~1 0
LEGEND L3s 49.85 L38
` 0- L49 ~-5.80 MARSH REVISIONS :
~c~ y COASTAL MARSH BELOW NNW ~4 4S' 15 "E - ~10 ~ LINE No. 8Y DATE GESCRtPTION
y y y y 404/COASTAL MARSH ABOVE NNW U L39 L4( L39 L40 L4 5 4 47 2.84 / t DWG 7/22/09 CAitA REYfSlONS
pU9 Hfyi, `o n'.>,a E%1STINC CONCRETE ~rC Ip 43 S72°51'29"E ~ 2 DW6 B/10/09 CAMA REVISIONS
t Rik' C,cp4 ~ / ® 60.49 ~ 3 LW6 9/30/09 CA~fA REVISIONS
EXISTING GAAYEL R Sr REF ` / o / 3 S39°05'28"W ~
*~;'M^+°"iM;S.~~~~su pROPOSEO CONCRETE MK°1S
"fir.";a5r'~IhMV~ D, ~ !1n ~4~1y ® JU ~s0'9s DREDGING PLAN
PROPOSED DREDGING S3jo
- - - - 1/4 DISTANCE LINE
EXISTING DOCK _ PROP LINES _ 34 r°,F wE~L oo'Sq ® BEAUF®RT I'iARB®R MARINA ~ YACI~IT CLUB
- - - 2 - - - EXISTING CONTOUR o %
- 2 ' PROPOSED CONTOUR -1.7° E%ISTING ELEVATION ~`°P ! BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
® ELECTRICAL TRANSFORMER n~ AEC AREA OF ENVIRONMENTAL CONCERN 9s~ls Qo~HARDEES CLIENT: HOMER SMITH LLC DESIGNED: 3?°3 ~ ~ 00 53,43 N/F JOHN GARONER / & RICHAR6 C. FLOWERS RDC/DWG
E% EXISTING EMB EMBEDMENT `~s~F ,y'~',yo 039 i ADDRESS: 101 CEDAR ST. DRAWN:
MIN MINIMUM i 1YP TYPICAL NTS NOT TO SCALE G / ~ N/F TOWN 0 'F / BEAUFORT, NC 28516
NNW N~'tMAL HIGH WATER 5 0 2 5 O 5 O 1 O O NLW NORMAL LOW WATER °.~EAUFOR7 ~ / p,®e''a~ouh~~~e RDC/DWG
um unuirnaiur, rcn ~ i i i i ~ n ~ I o~`,~4~ CAq~'~.,, punnl~ ~ r ~7~z_n~~Q CHECKED:
OW A(GHT OF WAY WELL SUPPLY WELL WMIOMM
SCALE: 150 Q $ -70 r * * 5TR®t1D ENGINEERING, P.A. APPROVED: EAL
SHEET #4 OF 4 13343 151A HIGHWAY 24
® Q, MOREHEAD CITY, N.C. 28557 DATE: ~ °o e
PROJECT 994-1JG f l ' ;~'GIIV ~:Q'°oR' !2 UNAA 7-7479 6/30/09
DESIGN FILE 994-2/994-2FINAL-W-KASS,DGN 00 SCALE:
L D D. CULL PH R .E. 1 " 4 50

2 NORMAL HIGH-WATER-- - , ,
~ u ~ - - - - - 1 , , -i.
r-- _ _ - _ _ - r ,_m ~ _ - I ~ - - J - - _ - , 0 NORMAL~LOW WJ1"ER _ ,
~ __..__~..-._-..~-_.P- ~ ~ ..T- / ! - - , ~ , , T ' , ~ ,
-....e--._. - _ t...~._.. r - _ - _ _ _ - t_.~._....._,._. . - e..-. ~ - - -1 - XIST,ING GRADE
I: P ~ r ~ ~ _ 1 ~ - ®.-e , ~ „
y I 4 _ _ -_..__._a~-. -
, / ~t ' : y LI,---r ~ ~ _ _ - _ l , ~ -.e
I ~ ~ ~..j_.- r--u - ,r I I a~`-,.may 1 1I 1~ 1 - _ - - - - t -4 /%k'"/`;l~~ x'~XXX X~~~'~k~~",~'Yk s~~>! ~}~~~~x ~y'`X`)' ~\i2~"`~'zz I
rt1 t ~''_f. i I I I ~ ~ f_ I 1 .A. ..L _T,' i ^ i. ? I i.J ~ I ~.1 h - fem.= ~ : `~r i If _ r i ' I - ,_.J_~ J t. t~ t I ~Z:~- i - i', ~ _i_ ~ 1 ~ ~ ~ ~ I I I1 I I 1i ~ 1 ~ ~ ~ ~ 1 _ 5 ~ , - / ~ ~lx;vv ~yx. ' x 'v Y u xu xx v~~,Xy rX a ~v yku y/ XXk'~X v ~~X y~ 1
~ ~ ; ~ i-- = IF._~I~ ~ ~ tl~ I ~I I _I t- I, -t E _n ~ I ~ ~ ~ I ~F: ~Ll ~ - I ! ~ _ r ~ _ ~ I, ; i r ' ~i._.-- . ~ . ~ i - ~ ~ - ~ I - ~ _ " I ~ i I 1_ i . -1 I 1 I1~ /i\~\'~\ \ ~ ~ \ ~ ~r~~~// ~~XY 'X k X,~vN~ k X ~ ~ t Xlr ..tX' 'C ~Jy r{ v'\~„ .
_ I, _-s - , II I ~ i t - I :I _ _ _ ' : 1 ~ I-~_ _ I _ ~ ; I I_,- ~ _ m~ ~X,~ ~Y y~ X~' ~ ! . / Y~/)C Xy,Y ~y `1,i ./~,,/\k~Rr` ~x~`~~' ~ :1~ '7\ ~ ~ ~^~l X h' :~K / K A X~ ,T ~,1 \ X 7~,~ iC1X x ~C k,~ ~ F !t ~Sr~., . :'i~.\, % •Y~- X~~ X, X f ~i rte;- , _T 1,i! ~'6f~ i k~ ~~F~k ;~i^'s'` ,Yi. 3'r,~Y~S.~ .~i . ~~:~~~y ~hR~~ ,?',x ~~~~7! u~~ X , h'~~X~ x ~ ,N ' K~?. h k~! `~T ~
'r ._..__~..I e t_^`._ 111 _ =71: - I ~ III I Ti: 11Ii ~'i I (I-I j': ~ 1 I i f -I r h: r- _ t I 1 l - f - - I Ili III 11 1 I I II! I f ii~l I~~„1 7 i,) II f :.~',E 1, ~ ' > ~ " y ; y , ~ ~ x ~ ~ ~ u a K, x ti r~. ~ X yx ~~~'y/ '~X`, '~rx`t x' ~ x~~` ? . i / '~x' . ~'~r' k , Y ~
k' : I~1 ~ r..-~ 1 illil 'i~l II t I~lil I 1~tlllll~ II ~'l ' ~ ' ak k~ 1 ' III ~rk, I I r f : J I-F^~~ I : ' ::L_ ! ~Ii III ~',~d~~ ~ ,I i - ~ : ~ .I I-r- I I L"_~ I~ L ~ 1 ,k~be'?k ke~~'~ d ~~}'9 e`~ F ~1~ f ' l ~ - f a II I I. ~y r r Ir '.~..h n ~~~tl II , -''_t i-------'-" -~i ~ ~I~ a:'ti I ~ 111,.E-~J.,. _L,.~L. i.. ~.y _ - _ `I //a.,:_ \.A,~.A/,` ~ V~'' , A;A ' A<VA/~Ar. ~ ~A/ V~. .v . A,. w A ~ .A V, VA Y. ,A. Y' ` ~ Y~~, A~' - \~A \ .~l A~ v,A~ ` r4
' ^-r h In ~ , ~..:i, .L_ I ' 1 ~ ~ _L;i. ~L ~.I~ X11.1 q~d ~LA f _ _ - ~S I , _ . f ! _ y _ : _ - I - O
_ - , _ _ .M - - O ~ ~ ~ ~ O p Q P
_ _ - ~ _ I _ - - - - r _ i L _ _ - - - : ~ I I Y---_ . T- - 1 O 1`. + ~ t(1
_ . _;.r f 1 ~ !If-?~ - : _ _ I T ~ II ~ r - ,I;-a ; I m I iF - ~ - : ~ r t I 1 -r- ~ .111 h - 1 J:i f r , , 11 ~ a: I P ~ I II -t t-, : I f _ i I - - r - I -
I - ail 1E~~, ~ ~ ~ 11 L"~II~ II ~ t'- i _y': ~li _i. 1~ I 1 1 : ~ - 1 I - I f ~ I a' - ~ ~ rl ' I _ DREDGE SECTION A5-A5
: ~ ~ , „ it - I I r ~ I ~ ~7 ' i~~ ~ _ ~ ~I ~ I ~ "I III, ~ i ~ - , t ~ - - 1 _ , _ I ~ V SCALE: 1" = 4' H SCALE: 1" = 40' 10 FT DREDGING
i { {rte.."} t (r-i f ~ W ~ I_~~ C-1 I S`(, I rT^ F r TT:' 1 ~ I ~ t I :ii C' ~~~II C] H ~ i~~':r.~._. I .,xfa,-" ~ 11 I.I 1: 3 Ihl~ 'rte- i'1 I 1 - !','`r--~ ~ "7tt -T '.IT-"'r i ~ ~ r, .I I ,II:! I. I I I i (I III t I 7 : SEPERATION FROM ALL EXISTING
.-..ai-':',. _ rr+ ~I"i*T`Rl I i : ~ I!INI i I ' li qb ii ~i I1. I I I u I~ 1~- ~ (L ~ I ~ _ 'r'. r r 1 1 I f a I ~l f~a~_ a_ I '.'I iLH 6d.~f-fl 4~.. : ri I. .ii ,Ili pl .u 11 I : I v,„_. I ~ LI~ !'k. d.~ !3... T. .J r 41 1. Ill li: 11...1 1 II ..I :I n I I 11: IILII I ~ .u 1h I I 'nd~ ,L e-,~1~ ~P:~ y.: U I Bi!.I .,!T 11111' I~ I ~ IIII I I:II :Il1 I ~ I'll ' '.I I, 2a.. 7 I ~ IJ~ ~ 1,1 i1IC.i III' i. is I hi 1 i'li 1, 1.. I !h .1111. ~ I. 'I- i f i,:rl i', ~ I I I 1 1 Eg ~"t p {I~ I I I u Ik 11 II I~ 1I~:~ i ~,r.y, I E I I 1 0.0 WETLANDS
'1 'I~~ I ~ I. .I ~I- D ~ 1,i 'r a: . : 1 t ~I I I. i1~I~. ~ ,111 ~ 1 11 :1111 1 I a. 1 I: i~ f I .:Mk 1 I. ,I" 1 I I 1 I~ .I - , - I':.:. :-nr ~1 'yYlry. 1 .,r1 l r'' ,'~li If ~ (III 1.':;ii I I I ILL'I is 'I r.~ _ ....~e:_ _ =.."d - -f`'`-'- - 1: ~r f ,1 I ~ 111f ,1. :~,1 i„I :I:; 111 1.t l.~!, ~ I I ~ I II'I I Q 7 _ - - 1 - _ I, ...u f I I ,,III I 1 I-.1 II I'li 1 I ' '.N,9h..,_.~a, ~ dq7 :1 '.,ll~.,. it L.,..iL 1.h I. ~ ; ~ L~ - .
I 1 f _ - - I 1 ~l ..i _ - - - - - - _ - - - - _ 2 NORMAL HIGH WATER - - - I - • i , , , ,
ti 1 t, _ r 1 - - ,
9 . _ - ~ . ti i I. I - _ . , . i ~ . I 1 1 ~ I 1 h _j~l 0 NORMAL LOW WA'TER-- - - ---1----- ~\n~1-e--\-~t,~.~r~.-~\'ee t?~•C~,,~''n~eT[?~ \
, 1 ' - a ~ r `"III - li ~ I--~'II I I I i I I Cam-"'': I I ` : : 1--- 'I 4- ~ - I~ I 11 1 1 j- , , % .
1 I j` ` 1, - f _ lir-+ -+I _ - - - I 1 ~ _uL_ _ ,`,I 1 i~;l .I , _ _I ~ I I Ir~ il~~ I - ~ - 1 I i i{ - I a I I i f I~~-- '--t~j i~ I y ' 1 I ! I~r-'?r--~--:'I _II '`~I i _ f _ -1 XIST'1NG GRADE ~x'~x y in f~i/{' , ~ { /i/~y , /
I - ,fr- ~ 1 1 - . r--+ : - I 'b: - r " il" Nom..: 1 r- ql - 'I -i---a ~ L... I .:.t ~ n ~ ~ U I try 1 1 ' . n . u. _ - ' r H 1 ` r I- , _ Ir-I I,._ ,c'iu - ;L__, . 611 1 I ..I- - I ~ I . a i a - ! I --"r* ,,:-r-~t-{ I c i,.;T '-:r'I I P' I. I .I x n~ \ , ,
.4 ,I ~ .1 t I,:~ ~~1 il'~_. - ! ~tj-m : ~,1, i ~I{~ f ~f, 1'j !i:~I-I~ ~11~ ~ - ,.j '11 I, .I 'I . :-_._~i 71 w I;i I i 1 ~ I f ! I; n i s 1i~~ . 1- "--~fi b I .:1 I; r. -_C.:~ 4 I 1 1 1 ; , 1 I I L! .II I, 1u PI ' ..y„ .~,SL,o f I I I , , i r 1 -,1; ~ t-:~... _..Ci..._ u I ~f. „ !1 `^rr~ 1. 1 .I 111 II d I, ',I ~,~{fl 111 I III, ( ~ I ',E,Ixd ~ry~dbd~'dr; F. _nr,~ J - ~ „ y ~,~,-..W_ ~ i:~ t 1~... I I u.,: "7 IE-',~{ ':,i IIE pI I, 1 k I n< u9~ { I; f I F I I ,~7r -.1: r I i'I 1 ~ I :i ~ ~ : I: I .,Yqt ~P 1 lilnr?P.a' '-9 _3 Ye ~9r . I 11: _ ; ~ :.i ~t, r~ , -
: , : r n : i .t I : I :1 1 -i u , l : I . fl 11 I I 1' 1. F F. .,~C f1~ t " I 1 :III :1111 i i, I . If I ~ .I1, ~y .1 I a I 1111lii I III Ihi, f , ~ I : LI L.:, { . it I ~ : i .;11 I t I I~. I- ~ I 1 ~ I.p L.:: I : 1, , , I 'I t, I 1 I I L, I I'll I~,fu 11. 1 I I~, 1.1';I, I I IIII ,.I ~ Ill r, 1. L n. ......I :..I E a: , : .1 r I ~ I'i ; ''ll i. I . I ~ : I ..I,a~C9 111 ::.1II'~,:.i , f~ 1 .L,.f: I iI.n 1:, I :I, : 1 ~ L. ~ I I ~ i ,'1 ~ . 1 ~ I ~ ~ : I . r. , II L- I .I is I;I '~u 1 I I, ~i 11 '.j r :I 1 ~ I ~ .1~ ..:..I 1 a'k _r, ~ 1 7. I : - tt I i : I ~ ~ ; I III I ,f; ; i. : ~I i ! i ..i ai 11 F ha ,o{::. i 7! i : I I ~ (:III I L:I f.f .f - _ !-'--1 ~;-sn ,-"`k ~ '~~v'sty •,~k '~C`~yy^r:~,>~ i~~~j~~ / ~\,~~r<J~y~,~r ~ijv/E/\~ f~~~/t~ \ ~ ~ \\r~y X'k x x' x ~ ~ n,yti~?' X ~ Y/ X v;r ~r`?., /r v / y/A/,/ / y , //~~{j,//ti,/ i / / /i//v~/ 1, f y yr x /rr~r/~/ it///:%,/,/,/, ~ / / ~/va/</v V'~ ~v~' k ~ ) X ~ v r u ~ k ~ / ~V ~ //y
i L, I I E::1:: I G I t l{ I n. 11 1 'I I: , 11: ~ i u ~ a : - 111 t: I:, 1 1 ~,1, ~r"1~ ~ FF-ftt., 4i!Irl;;l 111 , ~ 111r'I iil;:: - . 1 '.I : 11 I . I. 1.) .,i z 1__. ~'-1=`._ .11 -5 k:'_sI h.- ..u. 'f' 1 ,1 I I E 11 ~ ' I " ~ 1 f i I ' V I I 1' r 1:.1.~ 1 - ! 1 1 ~ ' : _~.,.,..,.J._.,~LL_~.L.L~.~ ! t 1:1 I 1 I 1 : 1 ~ 1 ;11 It; :1:. II I I I :•1n. ;111:: I ~ i 1 J 11.~.~. ~ . I ~ ' I n.:. II i 1 ~ i'11I I 1 ..1 I ~ i i '.i 1- I jn :i,'IV ~..:Lw.,. _ 11.1__'=-~_~ : 1 it _ , (~I 1 ' I { 1 :111 III III 1 1,111 ~ ~1 1 ~ r .11- 1 :,.k:.--. - 1 EL 9.00'_'-'_ ~ _ _ _ h !n ,xx ; x x ~ ,?v "y~ k/ K y ? \ ~ . ~ x ~Xr~~ k ~ ? ,~V / ~ A~ x v ~ / V / A ~ /v,/° / i1 y. ~ ..A~.A' y ` rv k~ x r ~./,k f k x^~'vx ~ ,y X k~, k ~ / /.A/ ~ ~ ?r l A.
I , I 1 .L1L:..1.'u ~ ..~LL.:L,~ 1u. .,1... L~H s..----r------'a! _ _ ~ - _ . - _ _ -5 4 s f 1. dl? A ~ ~ y.. }Y ;..'%tX'Ux '?x V Air ..Ar<A,~<\~/~Y~.: ~.An'~`\ /VY~/~' /\~``AyV/V~ ~1 ~~:,~V/VA;l Y~ x x,~,~ ti, >.~u^~ .v~ r\v' ,r ~K"'~ x'Y' x V~/\;/iAi/~i~/i,/~i,i~/i'/r~/~%;~'A/ ~/v/% `l;%/%'/rr
t II ' ~ t a u ~ r~ ° ~ i t"' I 1 ti ~,-''r,*- I- 1: ^i'iF~'" t _ ,~.-1 4 _l~: ~ r_ - L'. I Lam. M ;.'_..1..._~~. I _',.-I r _ 7. 7.. ..>l_~~.'L_5 _ _..1 C~ iq ---~L. - ..=d -wLi-,_ -_+iF ,-k_r ten,:t,-4lit!.I; ' IJ,~__1F t:-.-r - r rl y.; J.?-?: _ : h,.,-,n. .f.. !l-t.1 ,._.~J-+ _.!;1., N . k_..1 m:.:-.-~ ~i-1T 1.'~ 1.:~_. . I ~~y Y,'C?`~,k'ckr-<XX ~k'~il ~ u h~ _ Y, ~.Y ~ ~/~~~,t'/`~;:/~,/~'t k / y~F/S ;,//~i'j';, tff/~~'~~ l'f,/~ -6 . ~ x~x~ 6~ r, ,x. '~X~X / r vA!vv ~ /vti~~A\~~ v vA~w 'v ~ 1 ~V/~~y~A Irv
L......_L- 1. h 1 ._..,,.ar . , ~1 iH Fj, 1Y:` 1 Y `f-" `ir. n}"?Lt?~ I~-:;[ r ~.~4 1 F, r. y;~ ~ , ~ F_..w . K.ar,-~ I~'I~`!,'~ -_r_.. ~`~r,.f ~k~ _ - - I ~-t r:, - - :...4. L,'Z,. r,.iC'~:-,t . _ - lr'--~. ~ - ..,-#LmF-, 1-1-:"r,L^_~. '-+-i. _ ,~1• t' t"-,-'- .r i ~ . ~i - - - - - - ,..,-ir !^-~^-1 ~r ~ t.i.l _'~.J_~1 } _ : I '.f. ,-r 1 v 11.: { I i, f _ ~ ) , : t , _ c;-t':' . ik,l`~yu.y ~ tk;`ik t ~S'L t _ ? r, r ar ~ ..r-C~ 1~-~,~ P All - .l - - ~ ~;a ~x V.~ ,X,, k-~y,X 'x x,v, r`;k ~ xX~ /,r~/~~!;!i~rv j~ "//~'//rr~ /tY/ ~,4 ~ ~A..~~.X k`/.,kX~`,c x', x x ~y~ Xn, n~ r, a < r,'`F:n~ x -Y ,,?~',~x= ~\V/~v~, >~~~\«\4~x 'la ~av . l~,^l ~Y X ht~, y ~ .yX~ly ~a ~i+.i t~ / ~ ~ ~ / " s. ~ "X k~~r~' %/.7 i~ / ,%:r ~/Y y;/ a Y j Y Y/
j 1', 1,,..~,y':-.. at Vii. i:f. F.,., _11r II ~:.I ~~l ~c 1 ti~;l I C- Ti:~'-11-~+~_..~_..-1_.my.~. - _ _ I- EL. 5. _ _ _ r`- w 1 - - -T ~`~'~`X.'-`~x, ,\!~~'X'#~7C,-' y~:~. .kr'` .1~kk'~x~X~ ~~'X. ~Y~r?iKF ~y:. ~ i.E/;~ /p / / '~f h'~'~x~. ~;~/1~,(``/af, ~.V,1~ ;X, x~.i.x7\~,{,/7, ~X.:(~/l~~Y %l Xa V'k 1!~~,;~ a. ~V ~ `y a i A ti ` ~ 'k ll X .tau ,A t}~ 1 ~ t ~j ~ vt ~v>,,,~~/ J~~, ~!'>'~Vt t ~~~'V ~ ~ vvX' v
/ ./r / A Y•'/6/i l~~'''/(nr/ v ~"'~Vr, ti ~~,/~/Y, ~ /s~l. ~.r~:A~//~//.y/"->'/ :~~A~ /,~„A~ ;-fir ~ /
~ ~ ~ ~ O
CONCRETE FOOTING
NORTH ELEVATION CLUBHOUSE O ~ N ~ ~ N
SCALE: 1" = 6'
DREDGE SECTION B5-B5
NATION CLUBHOUSE SOUTH ELE V SCALE: 1" = 4` H SCALE: 1" = 40'
- SCALE: 1" = 6'
- -
r- - p NORMAL HIGH WATER- , ' , ~ , , 1
NORMAL HIGH WATER------ ~ , : ,
: , f O NORMAL LOWWaTER-- ~----~----j----+'---
-1 ._...,i .XISTING-GRADE.._. , , 1
NORMAL LOW WATER_-'--- ; ~ - _ _ , ---1---~-- ~ ~ ~ ~ - ~ ~ t ' , ,
r , ................i.....-..'... XISLING GRADE
. , x T , ~ 1 ~i _ x ~<x~C+~.~ . ..,....4 '1 .T .-y%:/ ~ ~T?. -;~/r TT` JC 'C~- fi-: r \G•. Y Y~ 'X k'Y ~y~~~x iF X ,~(.K r l A ~ X y k~ X ~'v .~v~ - J
-2 r f~ 7~ -R , `•7-r- ~ 7 - "`'v n T"' x ~ ^S 7'7.~tT~ _ K': k ,[xoe r?~T r,. y. ~i-.~7~T-2'~: ~ x~ rte(' ~~C/v~ d , ?.•Y~ Y ~(r ~7.~~~>< ~ LC ~ X T: :X i n~~. "-."Y ~x .~.~'a, ~ '~X: % <~':,,C 1S ~ y, n.,h~)C,~~,~ '?~-kn XX~ Yk' •:~Y,K.'(~`. , '~Y,,X, ?Y~,' ,t..,n: ~fi. h, ~ v x a .a: T:y S.i y ~'~y4 "r, ''X:~Y.~~",X~ \ r~~~,r~''~,. ~ h 1>;Y.~ ~ .•y~,(X~ JJ .2.-x .F h f' ''~'V Y~•"1 Y. k .~~t( i~ ',r v'`~ n )C kxxyJ .{:Y Vk '~k n~ F fp'k~~ 9`~ t . ..Ya: S , ,e K 1.. ~ . ( I~ ~ ~ T~ y1 : \ .n ~ 1F >f -z:..i X. h, x.: ~i k: ,1 ~,''~'~r. ~T` k~ i\x ,A' {.~~k V\ k. ~,\.,v% ~ y .~~~X.~:` x- .~c~,. -r f'~i ~f ~.....---1 _ ~'X ~'r h 'i' Yw~ ~ ~ xk~ x ykx`~Y?\l` ~i/ ~~'~(S~. ~ ~ ~y kxx~ y y~ <-'b> fir. \'l ~i ~~y y ~X, ,~~y~ du )~,VV ~ VY~~ n"/;~~~. X~1'. ~~~t 'CX ~ ~
~I~.. ~ , F. k k . ` .A ~ i~ ~ '4 <y'• X >l` n x ; - i . ~x ; n n..;~. ,"t.;., . ,~,'i!., > ? .v y i• \k'C ~ ~ . a + . ~ S,. -z- ~ h ,.X. , r y~; ~ i ~ ~ h ~ n. ' :''/'d. \'C C. ..X vu ~-k'~"~j/ T. ~T rX.' /i~ ~1~., ,:A.~ .,'vi'y~. x ',n,. ? .r f~ y;..k ;,:n'•t k, k , ~i\,~; k ~k' -;``i. r..,. _b~lak- '-q 'k, i a././ ` i;v ~ y . F f., ,ASS' ~ i i' k!\i ~ / ~ ~ >'Y ~ n. f., i .,i .X,~, _ _ i r /A / y ~ ~i ~ y e ~
"Y~ iCs ,fir' ~ i.~, ,Y•., *',n: ~'u .1 -T' - `~/~~.%i r,~~.. / 4 ~ '-uric- ~F"`(Y )t~'Y~.~ ' n ~ Y~ ~ r, X n y ~ x 'x- ~•x• ~`r,"x'k ,~~:~C x x, , u u x i , y/ , , y( X ~ ~ X '~i n s. ~ ~~C Y' pry . X ~ / . .M_'/. A;<<`~,-, ••;`v ~a~:~C'1~~C. a~ %yi . -5 /i jA~ / r~:/ V x~ - v ' Y A ~)r ~ . A F / b' ~ ~ l / A~i1 • y \ k /Y ~~y yYy ~ ~f t ' ~ ( X
-Y• x ..u Y„ x ,ti' ~ fix, v -5 ~;%C, ~ XhX '?'X >:Xk`j!` x. „~i~x ',x` -h~ ~'~y~,~,'~?~'-~" )~.,`LI k~ ii.~~i/?r~./, i. ~ t ~ v'~';~ '?v~"'~C``~`1 -g ~~`/i~ 'i~?/r~~'ky``?! '~''>~->!u ?z}, r. Y r v' ~~X~ ~ x~ . X', . . Y ?~v;~~~~)!'x'~ DEPTH i , /A/;/;y //~.i/~~A/v~?:/~1~. k'k~YXx;k'~'X, uk;x'~~XX~^v~x~;xX~?V'~~. X~~k~ XX: '%~?u~k, .y 'y ;h/~~:~<//i>/,;:/ vAV~;,,vAv~. •~x,xuyu, a yuk X. x uu ~t ~ y\, .Y KX~~~•~ ~~1~~`- ~ ~ ~ -I
~ u/, X ~Cr'`' c_>~ x ~ `~`.'kr~~ ~.~Sx^ XX,: Jv~ X~ i~~~~/'/iS,`' ~ k ~ k K : Y F! ~ T~ n , X ~ /y.'v v . l~ Y \ i -A~ ~y.a~ v - ,d x~" ,?;Y' '~Y, y/ i~,. ~ ;~`~V~. ,~yyXti~•r- ~as:..i •~-~!;4't ~,k ,~av~~~,~~.~A ti -7 ~/~f~6rtrv%ty,y.~.~.~../ k~°` ~~~ix, ~,-x'~ y~:yx 'M, xi~<x~Yxvr'~XiX> tk -~?i~ X~K ~ V y. X ~ ~ v A r r ~5 V AtV ~-~A ~:V~v "\~x x x vx~~,X ~x~r~" dk ;qlX ~x~X x.~/~ ~,V k -J....,....'.........i
F [ .y=vet v~. ~ , v ~ 4 ~ k. n k .t~). ° :r' '~y. Y. y. ~ ~ \ ''~N~ ~ x'~ ,y ,.r, ~ / y' h``'` ~y, ~'k X 'k: 'r F . , e. 'YV/, ~ ,y~ ~ u 'y i k~:>~. y,. , y. •~X~•' -~Y' , "z' ~ k' ~ : ~ ~ K ' k' ~ ~ v / r , i ,y'v~~~ \v A ,~v i;'v;;.•,A.:v~,~a +~~iy_ ~i~~`/y,/y;~/A/./A,Ay;~A//Ai,/A/\~i\,//A;%~A/~~/,;/\///~,. !/,~/A/,yyv~//i..//// /;%i~~~~~;<; r, s; ;;i:~/:%'//'~i.^i rn/.,. y,/~//~y/A%/~./ /,/r~, ,////i./„ ,r..l,.. C/://, ~ ~~Y~~/~V r<~iFr. t//~/ i~/i}//:y</~?///r~; /,/~/~i,/r,//,~/./,
~r r, k' l iA ,.A k u ~ / y , i~ ;n ~ A, 4 r ~i 1/ i ~ A> ~'K y { 'i ,k, ;y. k~' V~~., ;n' ~ `V~` \iA VviA~~A //i;~~4i~~/ /a/v~/i/i,,/ ~ .j~~~y/~/n/ / r ,/iv/?:, /`'i~/r/'//.^//// /~'i'/// //V/i;i;~//~~%,./i, / / r
s/r ~ po QTO pp~} O ~ O o Q ~ N P to
O O O p ~ O
Op pQ ~ V ~ + + N ~
d DREDGE SECTION C5-C5
V SCALE: i" = 4' H SCALE: 1" = 40'
DREDGE SECTION E5-E5
V SCALE: 1" = 4' W SCALE: 1" = 40' 2 NORMAL HIGH WATER- •~-----r----+----*----r--- , --~----'r••---T---- - - ,
NO SEWER . , , , , , , '
DISCHARGE 1
r , ~ _ O NORMAL~IOW WATER --t----i--- -^-i~---- '--j--.- - - ; ,
' PUMPOUT - . •XIST[NG~GRADE ~
- AVAILABLE
STRINGERS 6 k ~
- ,>kr~;~~A,~~<~~; iii-r-n~~~ ~k~,-~AM~,~r~,'tixh"~•,".yvhr ~\~,~'~.',;xkn~i'~%~`;.~%t~,Xk~,X~ i , 4 ; / ~ h, ha-,~u ~ n X~X ''~x;~nh ~ x k ~ v~. Fl,~'/Y ~'~~'~~~,lt, ~`7 :1:~~~~~; x r.;,x.lL'. x,X,'A~`
-5 ~ r. ,x.X,x'..k~hu~, <.~`x>,vAx, ~~Y ~ttv~'YhX l%`~ ik~><Xx?~7".X~ ~,Av~X~xX), i _ ~
! X' ~ r ' V - ~ /x i N % ti °aX~'h ~ ~~t ?~'f- ;E•X•J~•K ^ h~ ~»'~'>t~ •'~~X~~'~)y . ......a~•------
TOP OF -6 ~ ~`x'~x ~ u'~c ~ ~ yk > .d`x x~ , ~ k n , X x ~ ROPOSfD DEPT~I ~ nx} xX, _ ~x i;~ !?xxrv ~k" sT `~r\ x;</ n ky~ x
FLOATING DOCK xx /rk ~ Y. x
TREATED TIMBER PILES ~ x ~ ..I pp T ~ -tJ T l~ Y1 ~ / / ~ / r
wvv~~'\v~/vx-VA\%Awt~~/Y<~V~,vv,~'~ `~~vv/~Vr~A~ v~~: A~'~ v ~v, v ~v_v~,. :./A w v' ~ v
o ~ ~ ~ p~
MARINA SIGNAGE p ~ ~ ~ +
SCALE: NOT TO SCALE
FIXED DOCK SECTION A2 DREDGE SECTION D5-D5
SCALE: 1" = 60' V SCALE: 1" = 4' H SCALE: 1" = AO'
418.00 REVISIONS:
~ .00 56.00 16.00 w 6 No. BY DATE DESCRlPTlON
EXISTING ~ FLOATING DOCK C GRADE DWG 7/22/09 CAMA REVlS10N5
m 2 DWG 8/10/09 CAMP REVISIONS
3 rQi z fIXED DOCK C
GANGWAY
A2
_ _ - _ ,-.....a.,.. 6 FT WALKWAY NHW EL 3.10
- _ NLW EL o.oo DETAILS
k ~ ~ v x, x n, ~ ~ ~ x X. X ~ yX , y ~ ~ ~ ~ ~ h k. , ` ~x ~ / I~ , i ~ , x x ~ 1' X r.' k X x < , i x r, X v n k, , x ;C v y ~ ~ x, ~ ~a. BEAUFORT HARBOR MARINA & YACHT CL
k / k~ / -><X~ A2 x.xx: EL -14.00
3:1 DREDGE BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
SLDPE
DREDGE TO 8 FT AT NLW CLIENT: HOMER SMITH LLC DESIGNED: & RICHARD C. FLOWERS RDC/DWG
ADDRESS: 101 CEDAR ST. DRAWN:
OCK C PROFILE D BEAUFORT, NC 26516 RDC/DWG
V SCALE: i" = 20` H SCALE: 1" = 20' ~A,,s~:~aartrr~f CHECKED
*°~,~C`~,~~~4~~`?~,' PHONE: [phone]
~y `•-7 APPROVED:
A ST OUD ENGINEERING, P.A. SEAL -
* 13343 151A HIGHWAY 24
20 0 40 60 40 MOREHEAD CITY, N.C. 28557 DATE.
0) 247-7479 6/30/09 a .7IN~•• A~
SHEET #5 OF 5 „ {?`°??cU~j'•V~~SS,.~a~ _ Z SCALE U e'
SCALE ® 1 = 40 PROJECT 994 1JG ` ++tl~++"`'ONALD D.CUL IPHER .E. 1 = 40
FILE 994-2/994-2FINAL-W-KASS.DGN DESIGN