20091186 Ver 2_CAMA Application_20100720

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
July 19, 2010
MEMORANDUM: ?R 0 W7Lq
TO: Cyndi Karoly JUL 42' 0 2010
Division of Water Quality K' DENR-WATEROU"
ETLANDS AND S7'DRWATL SRANCFI
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Homer Smith, LLC (Beaufort Harbor Marina & Yacht Club)
Project Location: Carteret County, adjacent to the south side of Town Creek at 101 Cedar St.,
currently Homer Smith Seafood, in the Town of Beaufort.
Proposed Project: Proposes to construct an 85-slip marina, clubhouse with ship store, 43 car
asphalt parking lot, boardwalk, extension of an existing concrete boardwalk,
all associated dock components, and the installation of two above ground fuel
storage tanks.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
August 10, 2010. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer- 50% Recycled \ 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. 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
101 Cedar St. (currently Homer Smith Seafood), Beaufort, Carteret County
Photo Index - 2000: grids 40-528 0 (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- 7/22/2009,10/8/09,7/15/10
Was Applicant Present - Yes, No, No
5. PROCESSING PROCEDURE: Application Received -7/12 /2010
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 - 43 car parking lot, 85 wet slips, 8' wide
boardwalk, 2 fixed piers, 4 gangways,
4 floating docks, one fuel and pump out
dock, finger piers, platforms for fuel control, trash
receptacles, electrical transformers, two 6000 gallon above
ground fuel tanks, clubhouse and new left turning lane on
Highway 70.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DRFDGED F11 J ND (OTHER
(A) Open Water N/A N/A 28,633 ft' Shaded
195,950 ft' Inc.
(B) Coastal Wetlands N/A N/A 380ft2 Inc.
380ft2Shaded
(C) Shallow Bottom 174,400 ft2 N/A N/A
(D) High Ground N/A 36,155ft2 N/A
Field Investigation Report:
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 02
(D) Total Area Disturbed: 406,885ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
PROJECT SUMMARY:
Please note this application is a modification of the previous submittal from October
2009, which has been withdrawn. The project proposed is to construct an 85-slip marina,
club house with ship store, 43-car asphalt parking lot, boardwalk, extension of an existing
concrete boardwalk, all associated dock components and installation of two above ground
fuel storage tanks. 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
which was submitted to State Clearing House on October 2, 2008. The Environmental
Assessment satisfied the State Environmental Policy Act requirements in 2009. A FONSI
was issued on May 19, 2009.
9. Narrative Description
The Homer Smith LLC/ Beaufort Harbor Marina and Yacht Club project is located
immediately east of the DOT bridge at 101 Cedar Street in Beaufort and is along the south
side of Town Creek and the USACE Federal Harbor. 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 58,370 square feet in its entirety
and is an average of 5' above NHW. The shoreline length for this property is 795'. The
site currently supports one large seafood packing building, loading docks, fuel storage, a
gravel parking lot, and commercial fishing boat docks which are stabilized with an existing
concrete bulkhead.
The proposed development is a commercial project and currently has 10 existing slips. The
properties impervious surface is currently at 70.5 %. There are commercial properties to
the east and the US Hwy 70 draw bridge to the west of the project area. At least two to
three new marinas have been proposed and permitted within Town Creek over the past
years within the vicinity of the project area.
The Town of Beaufort's Land Use Plan classifies this property as Developed with all parts
of the AEC 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
classification of SC and has an average width of 1,400'. Water depths are an average of -
3.5'nlw in area one and -4'nlw in area two of 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 and Federal Harbor line on the
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 03
west side. Through field verification substrate was found to be mostly silt. No SAV's or
shellfish were observed within the project area however there is a predominate oyster bed
along the shoreline of the adjacent property to the west.
10. Proiect Description:
The current proposal is to construct an 85-slip marina, 43-car asphalt parking lot,
clubhouse with ship store, 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. There would be two fixed piers (docks C & D) located at the
most western portion of the project area. Dock D would be 6' x 193' and Dock C would
retain the dimensions of 6' x 30'. Fixed dock D would cross 30' of coastal wetlands with
dock C crossing 20'. Both of these fixed piers would connect to an 8' x 223' high ground
wooden boardwalk which then would connect to the existing concrete boardwalk.
Out in the water a 4' x 22' gangway would connect fixed pier (D) to a 9'10" wide floating
pier. Floating pier (D) would cross open water for 222' and intersect a 6'2" x 92'floating
platform. The west side of the platform would be located a distance of 400' from the
federal harbor setback with the east side located a distance of 405'. The docking facility
complies with the minimum 15' setback from the west side riparian corridor. There would
be 19 permanent slips located within this area. The slips would be numbered D -1 to D-19
with a total of 10 finger piers (3@5' x 60', 1@5' x 50', 1@5' x 40', and 5 @ 5' x 45') and
18 tie pilings within this area. Slips D-1 to D-9 would be a width of 16', with slip D-10 an
average width of 23'. Slip D-1 Iwould be an average width of 20', D (12-13) 18' wide and
slips D-14 to D-19 a width of 20'. A 10' x 12' electrical platform would be located on the
west side of the floating pier (D) a distance of 160' waterward of nhw.
Floating pier C would be located directly east of pier D and would connect to a 6' x 30'
fixed pier by way of a 4' x 22' gangway. The floating pier would extend over open water
for 370' and would be 9' 10" wide. It would intersect with a 6'2" x 55' L- head platform.
The west side of the platform would be located a distance of 412' from the federal harbor
setback with the east side located a distance of 400'. There would be 26 slips located
within this area with 14 finger piers (5@ 45' x 5', 1@30' x 5', 1@ 30' x 5', 6@ 50' x 5',
1@ 55' x 5', and 1 @ 40' x 5') and 24 tie pilings. The slips would be numbered C-1 to C-
26. Slip areas C-17 to C-26 would be 16' wide by 45' long. Slip areas C-land C-2 would
be 40' long x 15' wide with slips C-3 to C-11 at 16' x 40'. Slips C-12 and C-13 would be
20' x 55' with C-14 at 20' x 50'. Slip area C-15 would be 20' x 30' with slip C-16 at 12' x
25'. A 10' x 12' electrical platform would be located on the east side of the floating pier
(C) a distance of 70' waterward of nhw.
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 04
Pier B would be located east of pier C and would connect to existing concrete boardwalk
by way of a 4' x 12' gangway. Floating pier (B) would extend waterward for 309'. It
would be 9'10" wide and intersect with an 18' X 1127- head platform. The floating
platform would be used as a fuel dock as well as house the pumpout. The west side of the
platform would be located a distance of 510' from the federal harbor setback with the east
side located a distance of 500'. There would be 28 slips located within this area with 13-
(5' x 40') finger piers and 30 tie pilings. The slips would be numbered B-1 to B-28 with
dimensions of 18' x 40'. A 10' x 12' electrical platform would be located on the east side
of the floating pier (B) a distance of 5' waterward of nhw.
Pier A would be located east of pier B and would connect to the proposed 8' x 10'
boardwalk extension by way of a 4' x 15' gangway. The floating pier (A) would extend
waterward for 256'. It would be 9'10" wide and intersect with a 6'2" x 61' 1-head
platform. The west side of the platform would be located a distance of 238' from the
federal harbor setback with the east side located a distance of 235'. There would be 12
slips located within this area with 6 (5'x 50') finger piers and 12 tie pilings. The slips
would be numbered A-1 to A-12 and would have a dimension of 8' x 50'. A 10' x 12'
electrical platform would be located on the west side of the gangway for floating pier (C).
The electrical platform would be between the existing concrete bulkhead and the finger
pier of slip area A-1. The proposed structure meets the 15' setback and due to the close
proximity to the permitted docks to the east (35' to tie pilings); no slips are proposed on
the east side of pier A.
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 B 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 1,436' with the most
eastern portion at 1,098. The western pier (a) would extend no farther than 405' into the
water body from nhw and the eastern pier would extend no farther than 285' into the water
body from nhw. All the piers and platforms would be located a range of 238' to 405' from
the federal harbor setback and 15' from the riparian corridors.
A new 8' x 10' wooden boardwalk extension would be added on the east end. The existing
concrete boardwalk would connect with a new wooden slatted designed boardwalk 325'
from the east riparian line. The wooden boardwalk would be 8' x 223'with docks (D) and
(C) connected. All work would be located over high ground.
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 05
The applicants are proposing to excavate two sections of the boat basin area with a
hydraulic pipeline method. A total of 28,059 cubic yards of material would be removed
below nhw. The excavation dimensions are 170' x 320' and 150' x 800'. The average
existing depth in area 1 is -3.5' nlw and -4'nlw in area 2 with a proposed final depth of -8'
nlw. The connecting water depths within this area range from -12'nlw to -14'nlw. The
excavation within area one on the most eastern section would be a minimum distance of
14' from all coastal wetlands and a minimum of 125' from the most western side of the
existing coastal wetlands.
A dredge disposal dike would be utilized for spoil disposal and would be located at the
Beaufort Maritime Museum site (Aqua 10) adjacent to the Beaufort Airport property. The
berm would start from grade and rise with an outer 3:1 ratio, depending on location, to an
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'to 4' with the berm height at +8'to10' from existing
grade. There would be a 560' long influent pipe from Gallants Channel to the spoil area
and a 220' long 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 within the
berm area and 10' apart at the Gallants Channel entrance to the berm. The most western
berm would be a distance of 40' from nhw and 20'-30' from delineated jurisdictional 404
wetlands. The most eastern berm would encroach approximately 60' from the nhw.
The applicants are proposing a clubhouse with ship store and a 43-space asphalt parking
lot area located on existing impervious at the high ground portion as an amenity for the
marina. They are proposing a two-story elevated clubhouse with porch and deck for the
use of the marina patrons. The building would be 30' x 40' (1200 square feet). The
existing grade is +5.0' MSL with the completed first floor building height at +9.0' MSL.
The clubhouse would have 7 new concrete walkways which would connect the docking
facility as well as the parking area to the clubhouse. A handicap ramp would be
constructed on the western side of the clubhouse as well.
The 43-space parking area would be located on the east side, west side and directly behind
the clubhouse building. There would be 1 lparking spaces located on the west side of the
clubhouse that would run shore parallel with the existing bulkhead and would be 9' above
nhw. There would be 22 spaces located behind the clubhouse a distance of 54' to 84' from
the nhw. The final 10 spaces would be located on the east side of the clubhouse a distance
ranging from 4' to 75' from the nhw.
The applicant is proposing two above ground fuel storage tanks. They would be located on
the east side of the clubhouse along the west side of the parking area. They would be a
Field Investigation Report
Homer Smith LLC
Beaufort Marina Harbor and Yacht Club
Page 06
distance of 36' from the nhw.
The clubhouse, fuel storage tanks, new concrete walks, handicap ramp and parking area
would be located over existing impervious which for the entire combined tract is 41,203
square feet or 70.5%. The current impervious area with the Coastal Shoreline AEC is
44,085 square feet or 68.74%. The proposed upland development would require a total of
36,155 square feet of high ground to be graded and filled. The amount of impervious
surface proposed along the tract within the AEC would be reduced to 36.77% and 46.6%
for the entire tract. The clubhouse would be located 32' from the nhw with the parking lot
located a distance of 15' 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 36,155ft2 with
a finished impervious percentage of 36.77% within the AEC and 46.6% for the entire tract.
The impervious area has been reduced from 70.5% for the entire tract and 68.74 % within
the AEC. The proposed docks and fingers would shade 28,633 ft' of estuarine bottom and
incorporate 195,950 ft2 of Public Trust open water. The access docks would shade and
incorporate 380 ft' of coastal wetlands. The excavation for the entrance channel to the
proposed marina and the marina footprint itself would disturb 174,400 ft2 of shallow
bottom habitat and remove 28,059 cubic yards of material from the system. The setting of
pilings and excavation has the potential to cause a temporary increase in turbidity during
construction and excavation activities. There should be no undue interference to navigation
due to the fact that all work proposed would be 238' to 405'from the Federal Harbor
setback. The most eastern portion of dock A has the potential to cause ingress and egress
problems with a previously permitted marina and should remain clear space with no
authorized slips. There have been one to two new marinas proposed and permitted within
Town Creek over the past year (Beaufort Partners LLC) and have the potential to cause
cumulative impacts with the increased development and boating use.
Name: Heather Styron Date: 7/19/10 Morehead City
STROUD EN 31NEERING, P.A.
Hestron Plaza fwo
151-A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
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? Shop drawings 4 Prints S1 Plans ? Samples ? Specifications
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THESE ARE TRANSMITTED as checked below:
•d7 For approval ? Approved as submitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Return -corrected prints

? For review and comment ?

? FORBIDS DUE ? PRINTS RETURNED AFTER LOAN TO US
REMARKS
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COPY TO
SIGNED: ccl?
If enclosures are not as noted, kindly notify us at once.
BOOM Dq- I k R Co
WFLICAT18111'Or
Mayor Development Permit
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(last revised 12/27/06)
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North Carolina VISllci$`- #4(= ? A' i%L IVI'ANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Homer Smith Uc Project Name (if applicable)
Beaufort Harbor Marina and Yacht Club
Applicant 1: First Name
Tony MI Last Name
Frost
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
PO Box 68 City
Salter Path State
NC
ZIP
28575 Country Phone No.
252 - 728 -
2944 ext. FAX No.
-
-
Street Address (if different from above)
101 Cedar St City
Beaufort State
NC ZIP
28516-
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]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 101 Cedar St NC Hwy 70
Subdivision Name City State Zip
Beaufort NC 28516-
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.
®Natural ?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
®Yes ?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.)
795 FT 58,370 sf
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1.34 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
Currently used as a commercial fishing operation.
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)
[DYes []No El NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
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Form DCM MP-1 (rage 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes ?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 NNo
(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? NCommercial ?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. 85 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.
43 car parking lot, 85 Wet9fips, One 8 ft wide wood boardwalk and boardwalk extension, Two 6 foot wide fixed piers, Four
Gangways, Four 9'10" wide floating docks including an 10' wide fuel and pumpout platform, finger piers, and clubhouse.
Fixed Platforms for trash cans, Floating platforms for electrical transformers, two above ground 6,000 gallon fuel tanks, and a
new left turning lane on Highway 70
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 NAcres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?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 NNo ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No NNA
j. Is there any mitigation proposed? ?Yes NNo ?NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (rage 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name 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
SW8-091221, Issued Feb 15, 2010 Homer Smith LLC 401 Water Cert, DWQ# 09-1184 12/14/09 Homer Smith LLC
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 7-12-2010 Print Name Da ' ambardella (Agent)
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaim2nagement.net
Form DCM MP-2
EXCAVATION and FILL
(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 supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp
p Rock Groin Rock (excluding

NWL) Breakwater shoreline
stabilization)
Length 320' ? 800'
Width 170'1150'
Avg. Existing -4 NLW
Depth -3.5 NLW NA NA
Final Project
Depth _g NLW T NA NA
1. 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.
28,000 CU YDS
Fine sediments and silt
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), NA
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.
Maritime Museum Site, Aqua 10 Tract To be preapproved by NCDCM
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 ®No ?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:
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revised: 12126/06

c ,3irrn DCrA MP-'L (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average 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.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ?No ?NA b. M Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Dredge spoils will not be kept onsite. Fill material will not be stored Backhoe, Excavator, Dumptruck, Hydraulic Pipeline dredge &
on site. Mechancial Bucket Dredge
c. (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.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes NNo ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
7-12-2010 David Gambardella (Agent)
vale
Beaufort Harbor Marina & Yacht Club
Project Name
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
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.
Applicant Signature
/ ' ant Name
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanaciement.net revised: 12126106
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 b. Number of lots or parcels.
proposed. 1
1 Clubhouse, 43 car asphalt parking lot, Two Above
Ground 6,000 galllon Fuel Tanks
c. Density (give the number of residential units and the units per
acre).
No Residential Units
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
.83 ac
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:
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.
46.6% (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/
"mmercial effluent, "wash down" and residential discharges).
Surface runoff
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, Concrete, Gravel
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: Nov. 16`h 2009
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/26106
F:)rlm DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Town of Beaufort
o. When was the lot(s) platted and recorded?
Unknown
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
7-12-2010
Date
Beaufort Harbor Marina and Yacht Club
Project Name
David Gambardella (Agent)
Applicant Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaImanagement.net revised: 12;26106
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 4 (A.B.C,D) Floating & 2 Fixed 1 Wood
Boardwalk, 1 Wood Boardwalk Extension
(iii) Length Floating: A-256'. B 309' C-370' D'- 222'
Fixed: C-30'. D-193'
Boardwalk: 223'
Boardwalk Ext: 10'
(iv) Width Floating 9'10
Fixed: 6'
Boardwalk: 8'
Boardwalk Ext: 8'
(v) Floating ®Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number (12) 4 Floating (A,B,C D) 4 Electrical (1 AT
EACH DOCK, 4 Trash can (1 AT EACH DOCK)
(iii) Length A - 61', B- 112'. C - 55'. D= 92' Electrical 12'
Trash 6'
(iv) Width A- 6'2",B- 18'. C-'67', D-62" Electrical 10'
Trash 6'
(v) Floating ®Yes NNo
Note: Roofed areas are calculated from drioline dimensions.
g. (i) Number of slips proposed
85
t (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, 2, 10. 26, 1, 3 (43 total
30'.40', 45'50', 55'60'
5'
®Yes ?No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
l
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.nccoastalmanagement.net revised: 12/27106
irarr.t DCM MP-4 (Structures, Page 2 of 4)
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:
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)
k. Typical boat length: 40'-80'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
86
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 platform B (fuel)
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. 4
(ii) Give the location and number of "Pumpout Available" signs proposed.
"Pumpout available" sign on every dock. 4
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.nccoastalmanagennent net revised: 12/27/06
Form 00rd MP-4 (Structures, Page 3 of 4)
Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
1 located at Dock B. 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.
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 nufsery area?
?Yes NNo
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 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:: 1-888-4RCQAST :: www.nccoastaImanagement.net revised: 12/27106
?,3rtst 0Ci'!1 MP-4 (Structures, Page 4 of 4)
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15 East, 15 ft West
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
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
1400' avg -12 to -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.
7-12-2010 Appli e
K.:
Date -
Beaufort Harbor Marina and Yacht Club
Project Name
David Gambardella (Agent Stroud Engineering PA)
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27106
CAMA Major Permit Narrative
Beaufort Harbor Marina and Yacht Club
July 12th, 2010
Property Address:
101 Cedar Street
Beaufort, NC 28516
Owner:
Homer Smith LLC
PO Box 68
Salter Path, NC 28575
[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 one parcels located on the water adjacent to the Hardees restaurant
and across from Town Creek Marina. The site includes 1.34 acres that currently supports one
large seafood packing building, loading docks, fuel storage, a gravel parking lot, and commercial
fishing boat docks.
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. Four floating docks will be constructed. Two 6 foot wide fixed piers
with gangways will be constructed to access docks D and C. Docks A and B will be accessed
from the boardwalk. 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 85 proposed wet-slips ranging in size from 30 to 60 feet in length with 43 finger
piers 5 ft wide. There will also be a designated fuel and pumpout at the end of Fuel Dock "B".
This dock will be 18' wide to accommodate fuel pumps, a portable pumpout, fueling, fuel
controls, and fire safety equipment.
The project also includes hydraulic pipeline dredging of approximately 28,000 cubic yards of silt
and fine sand from the marina basin. All dredging will avoid existing wetlands. Where the
dredging encounters material not suitable for hydraulic pipeline 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 43 car asphalt parking lot, above ground fuel
tanks, clubhouse, and loading and unloading areas. Potable water and wastewater disposal will
be provided by the Town of Beaufort. Upland disturbance will total approximately .83 acres.
This includes the construction of 21,245 square feet of parking, 2,116 square feet for a
clubhouse, concrete walkways totaling 3,869 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 27,203 square feet. The project has received DWQ exclusion # SW8-091221
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
No wetlands areas will be dredged. A slope of at least 3:1 will 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. 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.
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; \ ~ 111 FIIEI R CRY Br - ~ 1 ~ ~ ~ lty~ ~ I l i ( ~ I ~t ~ 1 c 1 1! ~ i f r 1 9H r~ Cn ~ ~ ~ ® ELECTRICAL TRANSFORIdER
I ~ r ~ J r r~ • Q° 1 l~ ~ f r ° OI r PEATGppI q 1 ~ 1 ° AEG AREA QF ENVIRONI~NTAL CONCERN ' ( ~ E% EXISTING
X36 ~ ~ ~ r ~ r ~ \ r r ; ~ ~ cti r m4 "+oru f r ~ ~R j ~ I ~ ~ ' \ r r I t . r °i. s'~ ~ i F ~e~a°o~c~s~~ m I m 1 ~ 1 ~ / 1 MIN MI~NIIX.IM T
t . A,•~ ' ' t + " r r ai n ~ eta iti TYP TYP1CAl ( ~ ~ h{' 1 1 NTS NOT ra scALE
\ f ~ r r r J+ r ur L 1 7, r ~ 1 R~, r a - 1 NRM NORI~UI RICH HATER
, .t ~ l , •V l t ~ ~il 1 p ' ~ to ~n ~ ~ ~r . ' 1 r ~ T r m ~ ~ ~t ~ 1 ~ \ IJ±(~IJ~-{~~~ 1 41C~ Q NLYf NORe1AL kOM 1MATEp ( ~ V 1, RjK R~Ie?iitOR~iNwA~ELL
I ~ T~~i. ! ~ ~ ? V A r' l C6 3G ++n a ` TR~pQ,ATEO 1 f 1 ( i Miyp~NtO , e,0 C`'., . J ~ 11ff r \ ~ r ' peal [iCE ~ ~ mi 1 _ ~ ~ i ~ ' iMELL 5UPPLY MELL
~ ~ \ r I ' r 11 ! II I j
584. r ~ • y., f ~ ~ 4 ~ _ _ _ n~`~ ~ _ " _ ~~u~s ; ~ ~ _ , ~ " wl .q ~ f S ~ I G M p f
E=~~ /
+ ~ w ~ s"' r=~ t ~ PR0PCSfi0 DOCKS ° ti~ . ~ ~ ~ .w ~ q J ~ 1 ~ CACi1 41J01 " _ 1 r~:;:~yi~,:~ in • ' I ator-DI t j ~ JIJL ~ ~G~~ REVISIONS
~ ~ ~ 1 ~EXR~~~?+q~,W~ Na BY RATE AESCRlPT~N
1 I
f~ 1
~ 7T L= ~ Fr m 1 ~ . oisc'~°8P~ ' 1~ 1
. f I
,.vy mi 1 ~ ~ . I/ PROPQSE 1 ! D OVERALL MARINA PLAN
~,I t
EisieDx4 Tt>aYnYC Irk J ® r ~ eEeIptT1E~1SAr~pT~Ha PEAR NCWL t t ./r~ `.J ~ T~ i
w„ r $TANDARpS e I ~ BEAUFQRT ~IARBOR MARINA & YACHT CLUB /
, r ~ ~ rR . ® ~
~ ~ ~ of ® ° o o i i BEAIJFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
0+\ \ f t B /
~Qf,~,b ~ 'O~r. ~ ~i. u ° +~a "Y1 e ° . i CLIENT: HOMER SMITH LLC DESIGNED:
i ® i ® ,L-~'~°~ j ~ ADDRESS ® ~ R ICHARD C. FLOWERS RDC`iDwG
~ r / / ° ® e ' 1 p1 C pAR ST. DRAWN.
° / e e 5~ >~°J ® ~~®•QP°°'~~,®GA~~°'°,i BEAUF~RT, NC 28516 RDC/DWG
/ io ° / e® ®
®a® /e~ If e®,/ 1.^JS/~°p'p9 d®~ rrrl t e t LPL 1 f L3-"U (f d „ RDC i~' i
p 0
b~ ® ° p 100 50 0 100 zoo , SEAL UD ENGINEERING, P .A. APPROvED:
n I , 13343 H[GHWAY 24 GOG4Z RaC
rr r EHEAD CITY, N.C. 28557 DATE : ;•;NpINP®~
SHEET #1 OF 10 SCALE: 1 100r O '247.74797 / 7 / 10
PROJECT 994- UG cg~1. 7 1 a SCALE: ~
DESIGN FILE 994-2/994-2FINAL.DGN R NALD D.C LIPHER P.E. 1 " = 100'

,
r ~ r f t r ' r ! r r r 1 1 EXISTING SITE NOTES
r r r r rr r t r r r r r 7 rl 1 r 1 1 ~ ~
r , r r t r r r f r r r r r r 1
t r r r r r t r r r t J.. t r r r r r PROPERTY AREA = 58°370 SF 11.34 ACRES)
r r r r r r r r f r "
t 11 j r r t ! ~ , ~ EXISTING IMPERVIOUS
l ( r r ! r r r f r r r r r r r ? r r r ' BUILDINGS= 6P734 SF
r ~ r r r~ ~ a J 7 r r r r ' CONCRETE - 104484 SF ~ f
/ y t l 1 t r r~ r r ! r r r l~ f ~ GRAVEL = 23A108 SF 1 _ _
t r r r i l r r r / r ~ ? r r
f f r I r r t I l r r t r / 1 ~ r / TOTAL - 41,2fl3~SF~i7fl.5%l /
r 1 1 ! r r t r l ' f WITHIN 30 FT BUFFER : 16?615 SF
~ r ! 1 r r r fr r j i 1 r 1 / r I r' r ~
1 1 r! 1r ( r , , r . 'I / I N 75 I~ T AEC = 13 ° 69fl SF
d l1 r ~ rr 1 r r r r ~ r r ' r f , / ~ EX. TOTAL IMPERVIOUS tAECI= 3fl~3fl5 SF
r , ; r r r ~ r
r CI~j f r r f r t r t ' ~ 1 r ` AREA WITHIN AEC = 44,485 SF
~Y7 rr f ! ff rr { ( r aryl r f r r ( r /
f r r r ~ rr r ! P r r ~ r r r EX. AEC 'r° IMPERVIOUS = 68.74%
r br r r r t lr r r r t M t t ~ rr ~ i
r~', r ~ 1 rr l ~r 1 j
r r ? r I 1 ' ~ r r j( r l ~ l ! r ~ J i ! / TOTAL EX.. WETSL IPS = 10
/ ,
r C ` \ r A'r l ! 1 + r r ~r !r .A ' r / '
r 1' tD r ' 1 r 1 "..t~4 r r cor f t
1 DfS r 1 tir o,'1 O r TahCf r ~ ° hr; / 7
lr rr ~ ~ti ~ ~r~ ~ r r r r r l P r f Qyrr 1 rr NNW LINE TABLE
r r l ! r 1 r ~r i 1
~ t r tr r r ` J'1 Cpl r r ~ " L1 14.54 N46°55'1$"W " L2 14.$4 S60°49'29"W
r r ' , r 1 r r r ~ r rl ~ r ~ 1 L3 9.39 N89°Oa'34"W
1 r ( l l r l QI 1 L4 6.01 N46°06'11"W
rr ! l ! t r r ~r ~ ~ i l5 11.$7 N33°0$'53"W L6 17.12 N80° 55' 45 "W
r r r r ~ r~ m r r t rr ! r ! l r r V ~ r. r r L7 7.60 S02°0$'38"W
t f r ! + rr rr \ n7r r r ' L$ 18.55 S61°47'55"W
f r r r l r r ^i Qr r f t r r r OI L9 12.69 N12°52'03"W L10 12.08 N39°33'1$"w
' ~ L11 26.49 N86°25'25"W
L12 53.24 S73°05'37"W
r l 1 , I t r f\~ r r r t 1 j ~ rr 1 F L13 27.87 N$2°46'1$"W L14 12.50 N14°55'29"E
r f f r r r r \4 j ! r r r r ~ r ~ r L15 6.53 N55°43'24"E
r r r l,' ~ i r ~ L16 7.80 N71°23'19"E
r r r r l 1 r ~ , r r r r r r ~ ~fi r r r r lr ~ r r , ' L17 5.14 S57°26'45"E L18 7.$9 Nob°55'1o"w
r 1 1 r r ! r 7 1 1 r ~ 1 i r l t \ ' L19 5.78 N73°10'24"E
r i r r ~ r r w ` L20 11.42 S33°07`46"E
\ r ! ! r r \ r L21 13.93 N58°26'19"E + ! L22 23.29 N81°03`47"E
~ r r r r f r r r \v 1 r r ~ r r r ~ r ' ° L23 10.30 S69°19'43"E
~ 0 ! r r t r~ 1 r t ~ r > > r' ,C i TOWN CREEK t Md L24 4.23 S43°27`19"E CREEK ~ ! o' L26 2047 N04"00,9"w
\ \v ' r r' { }t r \ r 1 r
~ rr r ' ! rr~ l , ~ r, ~ \ , r r ,j r , , r ~ ; L27 17.14 N69°32`10"W
\'1 vet r r r 11 ! r \ f~ r r r 1~ 1 r 1 ! L28 54.03 N57°1$`18"W ~ L29 55.31 N74°44'13"W
v t V r r r rt l r
\r ` ' ' r ~ r v ; r/ ~ , 1 ! r r ! j L3a 8685 584°2$'1~"W
r `v S ' r ~ r/ r r r ~ r r ,n! r r r t ! r r ' t ' L32 17.43 S28°22'34"W ,f ~ L33 57.19 N53°20`17"W
1 1 1 r r J t { L34 8.13 N61°33'12"E
r y ¢ r Y ; i ' ~ L35 8.84 N6$°27'49"E
r ( ' r r r ~ r ~ r \ r ' r Z m r r , ! L36 14.51 N73°33'3$"E t i L37 39.03 S18°02'59'°E
' Pv t r r ~ ~ ^~.4 Di ' ' , L3$ 55.22 S17°19`46"E
r r r r Q ~ r ~ \ A r ~ ~ r ' r `~~'~r=raNC~' ~ ! t L39 6.50 553°19'27"E
t ~ ' r Q ~ , r v Vr r r t~ ' \ ~ t t ~ r I j L40 38.3a 582°56' 10"E e L41 2.71 S13°35`09 "E
t . , ~ + ; r t \ r r r r ~ ~ r ° r rr
1 ~ r j r r ~ r l r ~ , r r r r r 7 1'~ = L43 17532 N1a°26`54"W
r 1"~ rr ' r / + t r r r \ , + ,1 r r ' L44 1$.11 N70°03'16"E ~ Gj ~ L 4 5 1.41 S i 7 ° 41 ' 01 "E
~ r \ 1 r ' r l r r i u ~ ~ ~ `~'s L 46 15.05 N70° 17' 34 "E
r r' V r' r ? ( r , 1 ! ~ I i ' r ~sr L4? 1.44 N12°25'23"W
r I rr A~ A rr rr 7 ~ r l ~ ! ~ ~ L48 34.11 N70°08'47"E
r r v r r r r EXPRAPOLAIEO r r t r r r r MAf15HUNE 1 , ,p L49 168.91 N89° 22' 50"E ' r° ~ L50 31.72 S34°01'00"E
r \ t r ' ~ r r ~ EXTRAPOLATED r ` \ r r - I r ,r r a
` SNGRELtNE t \ ~ t r w. ?k~ ~ ~ r r` t ` i
*.i ' \ ~ti 1 i ~ ` _____._t_.,____~._____y,~ COASTAL 1 ' r \ r ~ y~ ~ wu ~ ~ >L. w~`~ YVETLANOS G ?2
\ . w ~ 1 \ r ~`,L~~ar~`v w~ yt ~ilt~.vc~ 1 ~Jc~ ~W~~Y 1 - t + y \ r ~G ]~G x`Y~I[ ,~3c Vr~~ ~ ~[~,~~jty~`~G~J`GW .`~L SIG ]IG~~]~GY' y~.ilG~ic ~ • " » " ! \ W W v ~ ~ y[. .plc ~Ir. ~yc ~Ic ~Lak aic y:~ ai[ ~L,~{c ~y~ :ikt. W r N ~ 4 a ~ ~
ON POMERL IN " ` " + . r \ \ .....~---..1.,- W W W W y ~ ~ " w~ yv~`~ y 'i`~'~`.~~, ~ w ,ir. w ~ ~ ~ r \ \ W W W W .v W W W v - ~ ~t .u. 11!. ]G `~L SIC ' \ \ dd • . ~rJ w~. w y~ ~ y~ .y w~ ~ , w~ ~ wy w, y~ ,ic ww ,t., , I Q
W W W W W W y y- W W W '~`v.~'~~y~'~`~''`y~~"=~'~` 1G ~ ]lG Y .11G SIG ]IL Y 1 r +9 W w W y w W W W ~ - .alc ~Ic .~It ~ y~ ~c yc yc .Y ~ / R~7 4 a ~ .
\B ~ .NNw~•• ~ - W ~"`~_~w vvW W ~ w W v W W W ~~.~~~~~w~~ Y~~~, t ~ W ~ p ` I ""-•-,~ar°_. 'i' ~ W~ w ~ W W t D W W y W W y ' .1~~. yc W yr .yc, wae, s. ~r ! ~ , ~
~ \ ~ ° CONCRETE moo, w W Ws, ~ ~ ~ .Y ~ EXISTING ~ W W ,r ?WwW W W~ ~ W w W W ~ yye. ~e`y~ ak wx 6 ULKHEAD .a-°' \ ® W W e ~ ~ ,k ~ ~ r DOCK ~y O W y~ t, !
v \ Y°~ ~ ~ w W w~ W G W Jc ale e v W . PROPOSED DOCKS
\ N~ 1. y`~[. AIL `Y' ~-11t. Y `Y~ ~ l~C `Z'Y ~/1 1 \ eY~ N `.i'. ?C ?L ~ MK-~ ]IL ]L SL ]L .IIC 1LYJ~[ i 7 ? = ~ CA9NA MAJOR
S94 \ \ ` ~le~"L~tr~~c~v~k ~1~y~9e ye, vsc~~~Yslryalc~"Y ~Y v~ 2 X85 , v ~ /F RICHARD C FLOItlER _ ~ B. 619 PG. 4 ~ ~~e ~ ~L~ ~ ~ y~ ~ wy ~ r ~ a3-o~ A ! ~ _
~ ~L~ yc'i`~~'i`~Jt~,:y v ~te.v air'.~`w~'~~'l`t„'r".vr~v~ a ` r FE ,.a, k .~i ® W a~w w •iw Sc y~ ~ w~ w~ w v.~, ~ r r( ° ` ~ + ' ~ + .
® ` . i'' i C
f o I--._ .
! _
15 ` ® a ~ 37
~ ° k~s ~ - ! ~ f 1 ° ~ c
~ ~ ~ 1~ ~l
~~++rr US NR'Y i.~LTGN~ 200 FT pD ~CfDq ~ 5 ueLt~ R NsrRFfr' '\•~,,,,,1 EXISTING ' ~
~ ~ o DOCKS 6 9 ' ! ~ I ~o ~ ° ~ ~ ~
icW'~ire~si~w~r,ic COa$TaL MARSH @ELOM NHYF 1'°'°' ~ 3@ . q . o . W~Ic aIt Wait
0. ° . p , v p p a '7 , p~ p , ~ a . w.~-~.~s y~i . o. p~. a p p ~ py r~~p /~y ~•/.p ~u
404/COASTAL MARSH A@OvE NNM ~ C4~ 3 4 o' o ;~a v W w W W c v e a 9 p ,T14 ~ a W Jt ~ ~~r t7i YI1/~ ilLJ4f[l~1{/(p
1 9 vl. L4 'q v 'o v a ~ C
` d ~ a v p e e n' c EXISTING CONCRETE 1 L _ ,w.~ .s. ea am ~'www mm ~ ,p ' ' r" n i9 P ~q q V ~9 4 m ®.'w.w ~t l
a®~®, a S q~ q , q o q' q Q~ q' q EXISTING GRAVEL 1 r i' S I = . p p~ v. 9 0 .E p i
' p v v I ®~Or p
PROPOSED CONCRETE ' ® Mtl0 9 ~ ' ~ o a ` q o
~ ~ , ~ J. u,, V
N tl4 DISTANCE L[NE kk ' , ys~ ~ I . q ' q q' ' p V ~ E X 1 ST I P!G COND I T I ON5
EXISTING DOCK ` ro v •n a)S• . a®
PROP LINES ° ~ ~ r ~ qFC r/ BEAiJF T HARBOR MARINA YACHT CLIMB
. 2 EXISTING CONTOUR OOy~r ~ 4 ° ' PRDPgSEQ CONTOUR • FT a a , • ~ e
2 • del -~,7° EXISTING ELEVATION ~•4' lc~aq
~iFUa~Nc.ca~oNeR•, ® BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA D9. 1305 PG. 141 ! ,f
® ELECTRICAL TRANSFQRMER e / RfpT \ \~o k ' - b ~ \ ! CLIENT: HOMER SMITH LLC DESIGNED:
aEC AREa OF ENVIRONMENTAL CONCERN / EX E%15TING \ ssme j / RICHARD C. FLOWERS RDC/DWG row o~ g~auFa~r ADORESS~ DRAWN:
EMB EAI6EOMENT / ~ N!F TOK'N OE BfAUF MIN MINIMUM •,e • < \ TYP TYPICAL \ / ° ` ~ DB. 3~3 P~, 328 . 3~3®Pp, 32a ~ A?~A~,,,OA~~®B,~ei® 1 Q1 CEDAR ST. RDC/DWG
NT5 NOT TO SCALE / / ~rf NORMAL NtG14,_wATER \ , a qA p BEAUFORT, NC 28516 ~
NLN NUKMAL LUN NAILK WW M13NITORING WELL / a®do HHUNE : [phone] 4nU-%.',(~7RF-U.
R/W RIGHT OF WAY WELL SUPPLY WELL r ! o RC
50 25 0 50 100 APPROVED: ®AL ST R3
SHEET #2 OF 10 13343 - U ENGINEERING, P.A. :4 151A HIGHWAY 24 006`17 RDC ° / ee Y4
e .®'f~,~,,3~~'Q~',•° MORRHEAD CITY N.C. 28557 DATE
PROJECT #s 994-1JG N SCALE: 1"- 50I 7-7479 7/7/10
DESIGN FILE 994-2/994-2FINAL.OGN SCALE:
R. NL . CUL IPHER Z. 7 " = 50'

- _--c-~--,=~7
l
I
1
1
1
1'
s?, oo ~
1
69.62 67.fi0
e f 54,83 125.pt
e if 109.83 s, s3 ~ j
e 1 ~s. oo ss. e4
,
^ry ~ 1 ~ti. { 1 SITE NOTES
r
l \ ' 1
+ " d rt t~q DI$raN I ,
CE i I ? l
,
_ j Jrf PROPERTY AREA= 1.34 ACRES
~ t .tip ~ , Us~~~ ~~p
nti~ ~RA~"~RBOR EXISTING IMPERVIOUS= 41, 203 SF (70.5%1
car Q 7 f F4/~~ D n
t0 P'f 1 PROPOSED IMPERVIOUS
r 411 u
N ~ r BUILDINGS - 2,116 SF
o I 40.00 010 N / D12 PL ~ ,~,USAC~'~fipERa SAI DEWALKSOT b DR f VE ~ 23, 669 SF l HAR
° ATFORM C ,8 ~°~'SErgaax TOTAL = 27,230 SF 146.6%}
D13 0 0 0 N r
1 `r o C t 7 \9 °p ~ ~f1 el0 y O
1 50, 00 08 0 t ~ Dt4 4 .DO o C fi\ v TOWN CREEK PROPOSED IMPERVIOUS IN AEC = 15,210 SF AREA WITHIN AEC = 44,085 SF
rkv 1 o C18 ~ ° ~ N % WITHIN AEC = 35.777°
Io 01 t °n ~ o m 30.00
v ' D45 o Ci9 i a \ N N ~ C 5 ~ TOTAL PARKING = 43 SPACES
N \ ` p6 » ~ ~ 1t O O a en I t TOTAL WETSLIPS = 85 SLIPS t
I
V ~ N D16 u ~ " (~f l C20 v I Q o5 J
~ ~ f !i ° . ~ a N ~ N F
\ t h D1T N ° C21 ° \ \ I D4 o C13 ~ 1
i
\ ~ 1 ~ N ~ 55. QO o ' D18 D3
\ti I v a ~ 70, t 1 ~ Ill O N 1tt'21 p NHW LINE TABLE
v ~ I f ~ o C23 x I + L1'~ 14.54 N46°55118"W
' S~ l ~ ° o ° r°n PtA \ I ( D14 ©2 a a C11 ~f: ~ rFO~M $ PUMPOUT r ~?p sF ~ ! N ° C24 r ° J r:u; (~I. ~FUft1 J£~~aouT t L2 14.84 S60°49~29~'W
~I. 9 T 2 r ~ N :i::, ' , _ ~ ; r f L,:S 9.39 N89° 04 34 W
~/y ~qP Q Ot ~ ti o L~i,(~lif?i M ~ m o C10 Bi4 ,ll~f~ n~r, ~ f ~ 4 orSr ea.5a ! L4 6.01 N46°06~ 11 ~'W t,5 11.87 N33°08 53 W ~ ~ ~ -..a'~aF
(~y \ ~ ~ ° C25 N ~ ~ F, v °o u~ a ° ° gt3 ' L6 17.12 N80°55'45"W
\ a ~ GANGWAY D ~ a5. D0 Cg ~ ~ N ot3 ~ p~arF~,~ ~ L7 7>60 S02°08~38~'W
\ 2 0 ° \ ~ °n C - ~ n H B 15 o • o ~ ~ ~ L8 18.55 S67°47 55 W N ~ 'j--- L9 12.69 N72°52'03"W
V A~ ~ ~ o .f,llttu. ~l!,a I ~,r 812 +n V A I ~ C8 ut ' I , . s~2 ~ ~ A12 ~ ~ L 10 12.08 N39° 33' 18°W
~ ~ p ~ o 816 ~~-i . ( ~ 1 ~ ~ ~ 1.11 26.49 N86° 25' 25 "W
\ t ( v ° 811 / r Ci 81? eit u°, ~ ~ ` ° i `"J~p l12 53.24 S73°05'37"W N Apt i t o ~5~'~'c L13 27.87 N82°46~ 18~'W
, r ) • I ' ~ L14 12.50 N14°55 29 E
\ \ / ! a ~ ~ 4.g _ o N B10 ~ ~ ' 15,00 ~ 1.15 6m53 N55°43;24;E B10
1 ~ , 6 4.92 C6 N N ' N ata + ` L16 7.80 N71°23 19 E I ° L17 5.14 557°26'45"E
\ f r O,O~ 45.D0 9, N $i8 67, 5Q 83 ° ~ ' 45.00 ~ ~ L18 7.89 N06°55'10"W
~ \ r~ 50.00 75. ~ Bt9 $9 EXTRAPOLATED \ ~ _ I 00 es ~ A9 z ~ L 19 5.78 N73° 10' 24 "E
R LINE ~ w ~ ; 5D.00 5 . 5H0 E \ \ ~ w~ ~ I ~ c ,,..-,~-s-. COASTAL 0.00 y „ v,~ ~~~w ~ETLANOS i ~~flli ~ • , ~ _ L20 11.42 S33° 07' q6„E so.oo ls.oo ~ so.oo z 1 ~`M=~' c L21 13.93 N58°26~19~'E
~ rs •,r w~ ~ y~ ~ i m ~ u~ B8 Be N As ~ I~ L22 23.29 N81°03 47 E
ti ~ afe ~ '~e ~ wit •vst a 820 \ +~atc ~ ~ y ~ .Vc alt. Walt yc •Yalc alt yLw ~,'k`l: walcdr'I~•Y.~Jc~cw _ N W W N a ~ W ~,~*y .w. , w ~ ~~'i`~ w~ •t-w . F f XED ~ ~ w~ .ate, w~ wr sr. w~c, ~ p • 9.83 ~ a • l23 10.30 S69°19`43"E
DH \ \ ,r ~ y W w W W W y ,'t ~ ~ ~ vc .VC ~ ,u. w. ~ u u~, r- - ~ e• P W W W W W w~ ~ wak ~ wy: a., ww. a- DOCK D w~~ w.~~ w w•k ~ wY Y y e ~ ~ ~ A~ ~ ~ ; k.24 4.23 S43° 2719 "E I ~ ° ~ 1_ ~ L25 16.57 S88°00,06,~E
E . ,>tc ~ ~ ac sic yc etc C3 ns . W w v. v •w y W v W W yt y~' yJc alt yam, a~ J~alc aie J y~dr, •L, •Y.: sk w~'~ e y~~a SD, DD B2t - , N •Y W W W •Y W ~ aV~ ~ alt aIL aL `-~L aL `JL Y M. ;?l4 a1 - , N N t ~ f----~ L26 2m04 N04 31 49 W
~ V slc yc y~ alb. y.'v_ ~1:.•Yalt at. •I~ac~ " ~ W v v W •Y sr. ~ yt a'r. apt sc`. _ O N~' W •v ,A• W v ~ ~ ,y W ~c 1 D .r W W W •t~ w~t~.~ht~{~.V~Jt Walt ~ ° -fi ~(rl ffI ,..N ®W W W W W i y `l' W W i vy[ aIG. ~'J4~Y 'wY ~ N B6 ~.°n Y ~ ~ PROPOSED DOCKS L27 17.14 N69°32 10 W B6 ~ A5 a ' N CAMA MAJQR L28 54.03 N57° 1$' 18"W
.~~y.-.,3w+,'.-...~ n ® •Y v W°: +qy •L W vV ?•Y W W Y W' •Y W 'Y' W ~ .j. .V!. `i: Y ~+2 ~ , V ~ v ~ Sc aIG YalL, aC~ w]t ~ lr B22 .m ~ w W ~ wi W .t ~u ,v. yt a:c Y V!~ Q p' I fl Y' i ~ , . o J ~ ~ ~ ~ ~to~-o9 L29 55.31 N74° 44' 13"W
r a ~ v W , ~ v ~ v V.dt it wvc ~ N v W W v ~LW26 at. ~ Y ~ ~ ak x :x & ~ ~ O aY.. w,>< ~i: •L y~~ -''i war.: alt wilt x y~ y- - 0. DD ~ I ~ ' ~ L30 31.55 N82°58'50"W
a G etCIEAS^ art :k. '~..a~.'~ ~ Y yc . ~ 4 t = ,.ee / n ~ a'~"ro ° ~ ~t't`wa~. ~ way ati ,t~`w~t, art wa::.~ y.,y +n ~ - 85 p (v ~ n alLr'L .~L 3t ~'JC yG YJL Y Y Y i $23 \ •Lalt .SIC ~L]IL alt '~'a~ alt w~~ w]IGs alt. 'y'~`G. Y ~'Y \ ° e s 95 A5 ~ . L31 8.68 584°28' 17"W
~ V~ aft a6: .Vc ~ aU ,.v. ac w ,a 9c r+. w ~1~w:1,~ w~ .4J%: y y~ t ti ~yz~ y i L ~ O ri ' 4' i I ; ~:I ~ O ° , ~ L32 17.43 S28°22`34"W I ~ J l33 57.19 N53°20'17"W
- k~ ~ W 1 d~rL w wJc Vc 'yam a't~ d•~t ~ w~ Y -L.xc Yi ~ apt ~ u ~ a>z ~ ~ a uai $4 0' giyFFER~ ~ A ® ~ a '`r r r '~w:~'~.~~w~~ Yw ~ yw~lt~aL~w w~~ n a - a A4 ' ~ L 34 8.13 N61 ° 33' 12 "E
3 ° ~ ~ w~ w~ ~ w~. , w B24 o N ++a ` ! alt alt ~ , alt a1c ~ plc " c ° ~ ~ ~ : L 35 8.84 N68° 27' 49 "E
- ~ ` 1 w u.' „ w GANGOAY C a ° A3 ; ~ ~ _ L 36 14.51 N73° 33' 38 "E .3 I 1.37 39.03 518° 02' S9 "E
® o \ i3~._~~ W W y W ~ F 1 XED 825 = $3 ~ ~ Ft DOCK C N ° a ~ o ~ , ~ ~ 1.38 55.22 517°19~46~rE
y' A6C f / °y. ~2 ^ ~ ~ I ~ ~ ~ 1.40 38~~4 S82°56~10~~E ~ ~ A2 'NEwa'xto' ~ 1.41 2.71 513°35 09 E
T ~ ,i 3? ~ 82 ' .r 626 N ~ Al o i EOOENSIaN ~ I ~ '
~~s.h \ EX. 8FT a ~ ~ ~ I x.42 17. s2 N7o°42'4a"E
q ' CONCRE T£ ~ i B 1 US HWY $OARDWALKEN s ~ / 1 BOARDI~ALK $27 ° ~ + cam- ~ 1.43 1.53 N13° 26 ` 54 "W • ~ } i ~ L.44 18.11 N70°03' 16"E
?OD Fr PO 1Cf0 ~~c~No ~ S? rc R, ~F~7 ` ~ r;;l , GANGWAY A 1 ' f 1.45 1.41 517° 41' 01 "E REVISIONS
w ~ 'r., STDRMtdATER 38 0 828 ° ~ ' ° " -,-..~,,-.-q;~ o.o Po,~ 1 ~ ~ 1.46 15.05 N70°17`34"E
d„ v£GETATED ; ° ~ yarc~~t~~~t~ COASTAL MARSH BELOM NHM ~ f 1LT£R a 1 ~ 1.47 1.4 4 N 12 0 25 ; 2 3;~W No. er DATE DESCRtPT~IV 1.48 34.11 N70 08 47 E
~"ralt ~ w~ ~ h y ° &4~ m GANGWA B ~ w u. v •v NHq ` . ' z L ~ ~ 1.49 168.91 N89° 22' S0"E
W W ~ 404/COA57AL 1iARSH A80vE 1 9 4 / . ~ ~ 1.50 31.72 534°01'00"E
1 t , i"~ o q .c EXISTING CONCRETE a /
T N N LAN i . ~ 1 ~ti / CLU$ Ea5i80UND TUR 1 G ~ ti , ® _ CLUBHaUSE ~ °
i NG GRAVEL EXTSTRUC~TEOOPER NCDOT EXIS I CON
5 ANDA D ~ ER / ~ e`', i 1 raROP05ED MARINA PLAN
RETE ®•m, 1 f 1RELANE ~ X23 ~ r° \ PROPOSED CONC b. , ,b t W ~ ; \ ~ ' e
"1 •wti°
-_W - 1I4 D{STANCE LINE ,,Y\ z~ \ ; ®~~5. R~ ! ~ EAtJFORT HARBOR MARINA & YACHT CLUB c
EX[STING DOCK US X., ; f ~ , 1Q 9~ . ~
PROP LINES ~ • , FT TQ Ao ,c / n ti ~ 6000 CAL GRaUNO e/ ~ ,q. FUEL TANKS , BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
2 EXISTING CONTOUR PR~'OSED CONTOUR B~IGF~q ~ ~ s~ ~.°"4"'" e o DES i GNE D
a 1,7n EX15TtNG ELEVATION ~ ~ qFf S. a s.q., ~ .o ® CLIENT: HOMER SMITH LLC '^~+o ,86 ,r ® & RICHARD C. FLOWERS ROC/DWG
® ELECTR1CAl TRANSFORMER 1,i a
° ® ,ADDRESS: 101 CEDAR ST. DRAWN: y~ ~ ® ~ ,o`t+~~t~,, RDC/DWG
ELECTRICAL 9oX . % `e®°~®',~jH Cr+gi/ BEAUFORT, NC 28516
AEC AREA Of ENYIRONAENTAL CONCERN °a+, TiNC ® °0 1 ® ® 4®"' ~~•',°",'.,•~90%®~ PHONE c (252 }723-0778 CHECKED.
EM9 EMBEDMENT ~ ~ ~ ~ ?a~''E~S..'•.`._•~ RDC
TYMIN P TYPICAL p 2.q. APPROVEJD
NTS NOT TO SCALE NHW NORMAL HIGH WATER ST OUD ENGINEERING, P.A. RD~'~ ®a n 43 151A HIGHWAY 24 pATE °
NLW NORMAL LOW WATER MW MONITORING WELL " .
® RIM RIGHT OF WAY 50 25 0 50 100 WELL SUPPLY WELL ° MOREHEAD CITY, N.C. 28557 ° e a 7/7/4~i4~t'7 9 t ~ / 00 rJI~A~:.E
SHEET #3 OF 10
50' 994 1JG SCALE: 1 PROJECT II R ALD D.CUL IPHER R. 1 = f
DESIGN FILE #a 994-2/994-2FINAL.DGN

~,T -----~---m~__~,..--.-r,-~,-~-,~,_,-
CHAMFERED
EDGE z,• $~~E OATA
5 ~ -fl" " TRACT 1 AREA 1.34 AC
6 18 I~ u ~ F~ a
4 N f SLOPE ZONING CLASSIF3CATI0N---------- 83 AREA OF CLUBHOUSE ----------2196 SF
` p d
• a Q 'p . : o . ~ a ~ 'a d C17 CV a PARKING REQUIREMENTS;
' 0 d D D . t0 .25 SPACES PER BOAT SLIP
THICKENED ~ . D . a-' ;./.l/'~j j' ro~,~ REQUIRED PARKING 22 SPACES : ro Hai
S1DEwAL~c ~ ~ ~ , PARKING PROVIDED______________.43 SPACES
\ ~ ~ oo~tcs ero tatrwa t 2 HANDICAP SPACES. VAN ACCESS I B{-E
~cT. BUILDING SETBACKS;
SIDEWALK DETAIL 1 ~ ~ ~ r FRONT tSOUTH}---------------- 1Q.0'
~ l : N REAR { NORTH f 95.0' SIDE tEASTI 5.0`
SPILL TYPE CURB DETAIL 2 SCALE: NTS S €OE t 4YEST f 5.0'
_ ~
`.V ,,U ~ . ~ SEWER ANO POTABLE WATER TO BE PROVIDED BY TOWN OF BEAUFORT.
L
NHN LINE TABLE fR ~i~ i 1~,, - PROJECT 1S W]THIN FLOOD ZONE AE 1EL 6.001
, a~ ~ ,y L L 1 t 4.54 N46 55 ~ 18 "W i ~ , , ~ ~ ~ ~ L2 8 560 49 29"W j _ i'
43 9.'J9 NB9•D4'34"W ~ . ~ ~ ti1s 1 4 "W ~ ~fl ~ ~ ~I '9~ t o°~ L4 6.0 N 6°06,11" ~ ~ f. ~ ~ ~ ' J ~ ' ~ ~ y D
L5 11.87 N33 08 53"W . ~ ~ 1 ~ ~ I L6 17.12 N •5 '45 W ~ ~ 1 ! 8O 5, "
o L~ L 7 7.60 502° 08 38 W .°,r r ~ L8 18.55 567 47 55"W
L9 12.69 N72.52; 03"w Ng~, : ° ~ " . ~ o 410 12.08 N39~33~t8nW ff 1 ` a a
L11 26.49 N86 25 2S W s3 ~ 412 53.24 S73~OY37pW Sf a
L13 27.87 N82 96 18 W CK . PRQPOSED L14 12.50 N14°55'29"E ` ~ WOOD 80ARDMALK ~
Lt5 6.53 N55~43;24wE , 0 GRASS ° Lt6 7.90 N71 23 19 E
Lt7 5.14 557a26'45;;E q~'y
r lt9 5.78 N73°5'24"E L20 11,42 533°OT'46;E N^`o
421 13.93 N58~26 19"E ` / ~ `y 422 23.29 N81 03 47 E ~
423 10.30 569.19'43;E 7S' 4F ,,°n' 424 4.23 543 27 19 E C °y
L25 16.57 S88~OO;O6~E 1 ~ L26 2.04 N04"31 49"W s. _ ~ , FIRE LANE
427 17.14 N69 32~t0"W , 'r..,. ,n L28 54.03 N57a 18,18 "W r ~ PARKING PR0Nl81TE0
L29 55.31 N74"44 13"W ~ L30 31.55 N82 56 50 W r , ~ ~ 8 _ NEM BDAAOMALK
L31 8.68 584°28; t 7~W ° a., ~ lid ~ °oa 0_ 132 17.43 S28~ 22 ~ 34 "w ..A ~ ~ ~ B 2 U _ v 4 v° r v 0 v v ° v v 4, 9 p, D r v v 4" , v v 9 I v SEGT (DN
L33 57.19. N53~20~17"W ~ ~ ~ ~ 434 8.13 N6t 33 i2 E '0 h ~ ro / .r fKISTiNG CDNCRET~.BbAADWA~K z v D, v D° P D, P°° D a v D 9 v D p v 4 D q~ 9 ~ D ° D MARSH
L35 8.84 N68"27'49~E r / ~ r a L 14.51 N73' 3 38 E ~ " ' ~ ~ r a ~ a DD,o,c ~ LiNE
L57 39.03 518'02'59"E 0 ~ " a I GRA55 ~ . ° ° D ~ fi.00 10:00. w GRASS GRASS
39 6550 553.19' 26"E ` 2~ a ma ~ i : ' l L4O 38.34. 582.56'10"E ~ ~ r~ ~~Q r ° %1 ° C RAID GRASS f/ DETAt 4
EAST80UND TURNING LANE m ~ a r f ~a v, l41 2•Tt 513°35`09"E E%TENSiON TO 8E 1 ~t,14'r f' D L42 17.82 N70°42'48"E CONSTRUCTED PER NCOOT p / c~`~ j t DUMPSTER 'vD~~ ~ H.3 1q Y~ ° - - - - i5' SETBACK- - ~
° t x ~ v L43 4.53 N13.26,54"W STANDARDS % a4~ r ~ ~ 4 a , ~ 1 GRa L44 18.11 N70°03,16"E ~ r I 1 GRASS 54,11- ~ `i, / 1 1 /i i
39 LA5 1.41 S1T 41 Ot E i ~¢/q'i~ D v 'T r~ p0 COVERED 9 ~ $IDEMALK i ~ ~I/ y PORCH ~ DETA1l f SH3 ` ~ 5.0D
446 15.05 N70'17'34"E ~ ~ ° ~ p.p o ~ ° ~ ! " 4 9 L47 1.44 Ni2'25 23 W , r } ~ ~ ` ~ ' ' ~ ` E z.s4
L48 34.11 N70"08'47"E f i m 4 ~ a ~D 7 ~7 ~U P a 449 168.91 N89°22'50"E 1 ! ~ a , ~ m ~ ~ ~ 9 I HC _ 40.04 ~ 12 ~ L ~ m ~ 580'10'05"E
L50 3! .72 534.01' 00"E ~ l~ ~~00 5 ~ o ~ ' `~„y ' i f, r ' a LU I D o 16 l O ~ a ~ r ~ 9 a R5•oa ~ i~
~ a ~ 1 ,ah o 1?
/ A ' ~ ~ ~ h,, ~ q// $ 11 d0 ~ Cr FFUEL©1626 / ~ I~' \ ~
~ ~ : ~ R fNC f l ~ i , ? ~ ® o N :i AAy 'f , ~t W a 'p B p°ro NC RAMP _ a f21A804E GAOUNO , ~ `0'e w a (R5~~ 6000'GAl 'Q M1~ `e,1a,
rp, ~ ~ , Rpyl~ i 9 pp ~ ? Sfj ~ ~ rlF ~ ~ 2 i FUEL/ TANKS ~ 7 ~p ~ ~h ~
Cp~ . ~ 21 ~ ~y
t i i R : pp 7 2.00 / .-'5'10 J , ~ ® r , S8 7 f ~ ,ry~ ~ 40.OD / ASPNAIT I S ~ ~ ~ \ 4
~ / ~ ~,r'. ~ ~ 46.00 ti/+'~ /
~ w r ~ ~ ~ ^ry, 6e38\~? ` h"' ss\Sl '~~a"'rya 19
~ ~ ~ ,30 C1 ~ ss~, o y / rim ~zo ~
' 9C rt. PH T ~ AS AL '
40 ?g d0 io+u , 40 % ~8 0 v. ,.e .fir.... ~ e. /
4 ~ ~ ,
r3 `
r 12" ~ ~sa ~ 3~ ~ ?OgQ ~ ~ 83DETAlI 2 \ y4~~ ~ IS 4 I 'C,, \
CURB DETAE ~ 14 2 f' ` SN. 3 r I ~ ~ .~/B s~"1 ~ \ ~ z 3 / y ~C SSS~96, ~ 3~ ~ 12I 8'x 24 FT ~
/ ~ / !B ~ UNOERGROUNO fUEt! Je'\~ 32'7~° / / ~ ~ TANKS 00 s@a~ 95' 2~ r SPILL TYPE /
~ ® r R7 BO ~ `M ss`~ y ? ~ \ i f ~ CURB DETAIL 2 ' ' ,c 5P1Lt TYPE° 20 $H• 3
~ SHRBSDET~IL 2 R ~ S) ~ 25 ®r
C~ s ~ ~a \ ~q 1Qy R2.5 \ p~
AU R, 6~ Cfi , 8'4C,~ SPILL TYPE ,'rv" ~ ,+'fi .,~ti
Ic ~ GRASS ~ CURB DETAIL 2 3~ ti~ti° *A , SH. 3 ^i ~ p'~ ` y
i ~ r I ~ ~ s l`~ ~ \ X40 'ti/~~ 27 ~
w ~ 6, ~ : E%15TING
~ ~ i~ ` SIDEWaLX hs?.
. t. ~ ~'ti... f2 a ? 4 \ ~ Q S, \ 25 \ ,r.
S ~ ~B HARDEES
\ \ \ ~ 33 L y ~ 9 16 FTe~ \ ` ~ ~ N/F JOHN CARONER ~ h s~ N Cq ~ ~ °
36" 46" 36" ~ ss°s CURVE DATA
.o y

LENGTH ~ = 17.93
'e HANDICAPPED RAMP DETAIL ~ BEAUFORT OF RAD I US = 24.00 CH. LENGTH = 17.52
HANDICAPPED SIGN DETAIL 4 AL : N ONE ENTRANCE . ® ® CH.8EARING= N41°17'16"E /
3 L • N PER NCOOT REQUEST
• ~ ~ ExisrlNG ® LENGTH O = 22.35 sloEtrALK RAp I US = 24.00
_ / w ~
, GH.BEARING= NB9~22'03"E
ao c~~°o vooap ~ 1 ° ~
~0 ~ ~0 ~U ~'U t ~ ~ ~ ,c ~ ~ 6° eaec / 4
s~ a o~~~, ~ ~ o~~ / ~ 0 0 U •
i ~ ' ~ f Iv
. v, LEGEND i

~ COASTA4 WETLANDS 5 L : N /
~ ~yc ~ '
W ~ V w ~ W a 404 /COASTAL MARSH ® ~ REVISIONSO
qua sr Dare r~scRi~rx>xk
~ b ~ ° ; ~ E%ISTING CONCRETE
EXISTING GRAVEL
` PROPOSED CONCRETE
1/4 DISTANCE LINE ENLARGED SITE PLAN
EXISTING DOCK
PROP LINE5
2 EXISTING CONTOUR EA.U~ °T HARBOR MARINA ~ X~iCT~~' CLUB
2 PROPOSED CONTOUR
-1.7o EXISTING ELEVATION BEAUI=ORT TOWNSHIP CARTERET COUNTY NORTN CAROL [NA
® ELECTRICAL TRANSFORN~R
~ ELECTRICAL 80X CLIENT: HQMER SM[TH LLC DESIGNED:
AEC AREA Of ENVIRONMENTAL CDNCERN Ex EXISTING & R[CNARD C. FLOWERS RDC/DWG
EMB EMBEAM£NT MIN MINIMUM ADDRESS: 101 CEDAR ST. DRAWN:
TYP TYPICAL NTS NOT TO SCALE BEAUFORT, NC 28516 RDC/DWG ®a®.~~ cagQd ®0op
n /w I. _ niirnurn.
NNW NUKMAL. KICK ¦A1tK NLW NORMAL LOW WATER e0'®o~,°`fErJVj(}/'C? PHONE a [phone] ® o. J~ Y ,
MW MONITORING WELL R/W RIGHT OF WAY
WELL SUPPLY WELL 20 10 0 20 40 $ L STR D ENGINEERING, P.A. APPROVED
SHEET #4 OF 10 13349 = 151A HIGHWAY 24 C-56,47-
Ira lawNWIM PROJECT 994-1JG 'q ;,~`"•~NGIN~~Q'Z~q` MOREHEAD CITY, N.C. 28557 DATE:
r~,'e'"+>......••' 7-7479 l~ 7/7/10
• SCALE: 1 20 DESIGN FILE 994-2/994-2FINAL_W-KASS,DGN SCALE:
L y.._ li NALD D. WLH- IPER P.E. 1 " = 20'

lEP EL 4.25 64
fi" 1.50' 6" 4.00'
CLASS 8 RIPRAP f 1 3" TORWAT R CLASS 8 VEGETATIVE FILTER @1.O~a LENGTH = 13' 2 $ E RIP RAP WIDTH = 4' STORMWATER BMP DATA
FORCEMA[N DISCHARGE THICKNESS = 1.5` -
" R , C7 pp a pp n tai _ d. EO ~ p~gpCi"~ vop~~pv°pi, TOTAL TRACT AREA = 1,34 AC
o hr1,C~7/~0~ ;-~0 p ~-.~0_o I LEVEL SPREADER ~r1 ~ r b FILTER FABRIC
~'+N.u ~ L(P EL. 4.25 C RECEIVING STREAM =TOWN CREEK
13LF LEVEL STREAM GLASS/ INDEX = SC / 21-33A
SPEADER 1" DIAMETER WEEP HOLES EXISTING IMPERVIOUS = 40.243 SF (I0.5~.]
i3 FT
PROPOSED IMPERVIOUS
LEVEL SPREADER SECTION B4-B4 6UILDINGS = 2,116 SF PARKING LOT ~ DRIVE = 21,245 SF
gscALE: Nrs SIDEWALKS = 3,869 SF
` { 2 } 3" STORWATER
CE I N D 1 SCHARGE " ~ J:~=-v TOTAL = 27,230 SF (46.6°x.)
~ PROP05ED iMPERVI0l1S IN AEC = 16x210 SF
AREA WITHIN AEC = 44,085 SF
~ ~ ~ , ~4,~/ ~ ~ ~ ~ , w ,o n ~ J; 1 ~ LEVEL SPREADER DETAIL 1 x wITNIN AEC = 36.77%.
S~ ! t ~ 'tip 1 i I~ I (i i ~ ~ r 1 T v~ . ~ - ~ ~ , , 11 I ~j 1 l r y t~ SCALE: NTS TOTAL COASTAL WETLANDS ONSITE = 15,403 SF
t ~ I 1 1 ~j f. ~ 1 i ,l v y i i i i~ i ~
` e ` i~~ I' ~ i- ,1 i I 1 . ~ i i ' \
S . i N 4 6" ~ ~ ~ •y _ 9
I l T ~ 4 S \ \ ~ m. a a
I t , a` ~
~ ~ PROPOSED ~
I ` ~ ~ "•s, ` ` v o ? \ a \ \ `
PUNPTahKt
\ D ~ a2
•i, \ .
- FENCE \ ti ~ ° - \ s \ ~ 3" STORNMATER
ROOF GUTFER fORCEAIAIN TO Bf DIRECTED TO
\ \ \ ~ • ~ S ~ m=--_ PARKING LOT
0"',>. \ ~ , t ~ ~ 3" PYC Sk _ - _ ~ S.S `y \ 'y ° FORCEMAiN FROM - NEM BDaROMaLK
PUMPTANK at SAND FILTER art _ ` ..,6.0--.~ 's AREA t444 SF1 - c ~ v v ' o v I ° £X~ST IN4~ CONCI~ET~" 80~A1S'MAi,Y(' ° ~ ° . v v ' ° . v ° . 9 v v ~ ° ~ ~ ° ° ~ ~ v ° ' /7 1 ~ ~F~ 9.7 { . '
1 \ / \ a a , v MaRFH .
\ ~ ~ ~ ti n~ i ~ i ~ ~ ~ ~ ~ ` FE 3.7 ~ FE 3.7 FE 3. t0 4.7 C /i L IN ~
1 ~ v 1 / ~ ° v ~ oI v HC RAMP ~'n4 'A'--- •a-- a-- a--- v. L~'~~. fE 4.45 - ~ ~
SPEaOEREVEL ~4 , c ,a `
LlP EL, 4.2,5 ~Q ~ ,a - a. .~\1 tSEE DETA[Ltil\ 4vW \ . ~ 70 ~f 70 / 0~ 4 4 $ 5,18 / ~
! ~ ~ ~ 4 r- COVERED ,
~ O 7 ? _ 4. T5 4,0 t 2.84
l / ` 7 i' 560' t 0' O5"E
4.54 i . ~ i J~f g~ i ~ 1 0' ' LAND DISTURBANCE
F T Ria' RAT El. WEIR OTT M ~ ` 1`~ ' ~ ~ \ a 0 0 i-:%'=-'~ EL E G E EL B 0 EL ? ~ 5 0 \ .q,»~ .-.-.r. 1 3.7 .8fi t.19 ~ ` 'l i % = " 4b \ ~ ~ y. ~ OM T 66 ~ 4. LtMlTS = 0,83 ACRES
r, r 2 3.40 3.06 t.39 S•S 'o, \ 4 7C .70 i ~ '4.75 f ~ m~ - CLUBHOUSE 7 i ~ -
` ~ \ ~ " ~ pf ~ FF El. 7.26 i ' FENCE
t `3 COVER CAST EN PLACE CONCRETE ~+v` 3"'PqC 5W \ THICKNESS „ 24"M1N 24"MIN OR CONCRETE MASONRY ~ FDRCElAAIN FROM ~ ` ~ ~,.,•MYI 9.85 ! ~ HC R~ ~ . , h~ ..•+PV 19.85 ~ ~ p) TO ~ 7E26 h' ' / ~ ~ •ph
6 t8 18" 18 ~ PuMPTANdvr2 0• ` ~ ! q \ \ ! / \x ~ p:°// / t ,y~ SAND FILTER u2
5FET~HA ~ \ . ~ ~ r \ / i~ ~ y aREA ft32 SFl
72 \ ~ ~ ~ COVERED / I / a e Q s PORCH / 425 / bpi
SEE- CHAT ~ \ o o, 6 30' \ \ \S, 5 9, A• ' a,6 a I / ! , ~ ~ X50' /
I FILTER SAND WITH 6" COLLECTION P?PE 1B" SAND F?LTER.hiATER.1Al •.SANU aSa i TOM 5.14. TOM 5.14 f ` 1 ~ /
AVG. FILTRATION RATE \ '9~ Of 0.04 OAL/M1NlSF ~ ~ \ ~ \ ~ / / o i 5.5~ / o ~ .
„ g 4 „ ~ ? + ~2a a---- SEA CtfAfTT' 6" OUTLET PIPE ~ ` 6 ` `O 9 0Q fTE 5 4 / /
PROVIDE GASKETISI ~ ` m ~ ~ ~ a
6" 2i" 6 27" fi" \ ` o , ~'r ,
s'<crlo~ ~->ti sECTIO~ a-s . , OUTLET GRATE COVERED t5 \ ~ ~'1 e
T ~ ~ \ 9 k ~ W1TH fIl ER FAAAIC \ ,S ~ ~ ~ ~ ~ e+% 4, g
\ z4" 2/" 2d„ \ ~ ~ T \ ` ~ 4.5 r ~~X ' ~ ~ / / \ /
~ ~ C ~ j \ 5.24 ~ S
C~OC7 O©O OC7G7 7 ® \ 0 ~ C~ O T T AP T W TH TRAFF ~ h l~~ OCR C~OC7 SEO]MEN R SEC ION I IC 25 ~ / TC 5.
O F \ 1 E 6. \ \ C7C,~C= C1©O O©[='7 RATED CAST IRON FRAME ANO GRATE TOTAL SYSTEM t LENGTH = 80 fT. lJ 6' \ ~ Y k Of~L1 QbO C~1C7f~ SECTIONS BARRY CRAFT 9-H2OG SERIES TOTAL NUMBER OF OUTLETS = 8 'S \ ~ \ \\\~Z ~ ~ ~v3 4.66 ~ ~ i
F ~ ~ A - ~ ~ \ ry~ O S 1 5.36 / i , / i °hp~'
TOTAL SYSTEM 2 LENGTH 24 FT. Q ~ v ~ - a" TOTAL NUMBER ~ OUTLETS = 3 •'o. ~ " ` \ i S
A ~ ~ I V i
v SAND FILTER SECTION WCTH WATERTIGHT 'o, ` ~6.0-_,.---- 22
TRAFFIC RATED CAST 1RDN FRAME ANO NOTES: 'o° ` \ i t"'~~ i sNS~, ` COVER SECTIONS BARRY CRAFT 8-H2OC R ` ~ ^ s4 i ~I + t ~ ~ t 4.7$ ~ ° e I sNS~, ~,,h 5.26 r
/ ~ \ \ I ` ~ f s ?g „ SERIES OR EQUAL i. THE ELEVATION THE SAND FILTER 80TTOM ~ ` ` ` \ ~ v 6 ~1TLET PIPE ~V ? ~ \ 2
B I10 FT, SPACING O.C,I AND OVERFLOW WEIRS MUST REMAIN CONSTANT, \ • ~ ~ r + ` ~ i ~'~/see. N%fDJOIINGARDNER
" T 0.51E MIN. SLOPE 6 COLLEC ION PIP E 6.5 ` ~ I GALVANIZED HOOK J t ~ r` 0 ~ ~ ~ ~ r , ° 't'S ~ ~
\ ` 6" X 6" TEE GAIYANEZED LIFTING CHAIN \ +
p~q?r yigr TO WATERPROOF • '+o ~ DUPLEX CFI RECEPTACLE 3" UNION ExIST[NG ''o, C 6.90
BuEN TO SUITABLE SIDEraLK •00' a d 1. \ r
IlD1NG CIRCUIT 3" CHECK VALVE / 1 ~ N/F TOWN OF ~ ~
SAND FILTER SECTION A4-A4 ~ A 4 T / BEAUfORT / ,I, 5ELt / ` e° FENCE !e
SCALE: N S "'o. .o
PRECAST BASIN 3" SCH 40 PVC FE 6. FE 6 ®
'`o°~ 3" PYC . O C 6.90 ~ ~ \ ' e w \ /
MYERS ME50 ` 'e, ~ ~ ern'
1 /2 HP PUMP ~ U „ W/ 3 DISCHARGE PUS,, 6 PVC FROM ` ~ ~
° iv EXTENDED BASE SAND FILTER @ 0, 5% ~ ~ /
~ ~
LELjENQ PUt~TANKtt TOP EL. BOT EL. INLET EL, 1 3.70 -0.6 0.79 6 6 • ~
2 3.90 '0.6 1,27 EXISTING ~ ~ ' StDEMALK ` ~
.~wdr.~~~wW~> COASTAL WETLANDS w~ y~ e
w v v
w w 404/COASTAL MARSH
SW PUMP TANK SECTION C4-C4 " ° ° : ° ' EK1STiNG CON BETE " - ' C SCALE: 1 _ 3
REVISIgNS;
EXtsrlNC GRAVEL
caNST~ucT[ON SEQUENCE MAINTENANCE PLAN xa Br darE DESCm~rtox
' PROPOSED CONCRETE i. CLEAR AND CRUB SPECIFIC TREES TO BE REMOVED AS DIRECTED 6` IdAX. M/O MIRE
1.ALl EROSION AND SEDIMENT CONTROL MEASURES SRALL BE CHECKED NOTES BY THE ENGINEER.
LAND DISTURBANCE LIMITS 2. REMOVE ANY EXISTING FEATURES NOT TO REMAIN OR AS INSTRUCTED FDR STABILITY ANO EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF BY THE OWNER/ENGINEER. ~B' MAX. w/WIRE 12 GAUGE MIRE. NiN11Kl~ '
-'X--•X-- SILT FENCE 3• CONSTRUCTION AND PROTECT VEGETATED FILTER DURING CONSTRUCTION. PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS 1, PERSON RESPONSi$LE FOR LAND D15TURBING ACTIVITY: - STORMWATER FORCEMAIN 4. ROUGH GRADE SiTE. REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION ANO FtUER FABRIC
5, INSTALL STORMWATER DEVICES, INCLUDING IEvEL SPREADER ANO S/4 DISTANCE LINE SAND FILTERS FUNCTIONS INDICATED ON THE PLAN. HOMER SM1TH LLC FIUERFABRIC -r- _ - - ~ GRAOINt~~ STORMWATER+ & EROSION CONTROL PLAN
6. SEED AlL AREAS DISTURBED. • • - • • • • • • • • • • • EX I5T I NG DOCK 7. $ACKF 1 LL AND GRADE PARKING AREA. CONSTRUCT PARKING ANR CL U$HOUSE 1 p1 CEDAR ST. I
PROP LINES 8. PERFORM f1NAL SEEDING. 2. SEDIMENT SHALL 8E REMOVED FROM BEHIND THE SEDIMENT FENCING $EAUFORT, NC 2851b COA~ACTED FIL~'--
- 2 - EXISTING CONTOUR WHEN lT BECOMES 0.5 FEET PEEP AT THE FENCE. THE fENCE SHALL BE (2521728-2944 BE~?UF~ T HARBOR MARINA I'~4CHT CLUB
2 PROPOSED CONTOUR REPLACED OR REPA]REO AS NECESSARY TO MAINTAIN BARRIER.
-''7o EXISTING ELEVATION Z. ANY BORROW MATERIAL REDUIRED SHALL BE OBTAINED FROM A PERMITTED SAND MINE. $ANd MINE. BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
® ELECTRICAL TRANSFORMER 3. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED x
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EM8 EMBEDMENT MEN MINIMUM x ~ . SILT FENCE DETAIL x Nis ADDRESS® 101 CEDAR ST. DR RDC/DWG
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SHEET ~ OF 10 20 10 0 20 40 13343
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DESIGN FILE 4- r ;~GINE~••~4~~~°` MORE;HEAD CITY, N.C. 28557 DATE: ;fY'yf" 40® 47-7479 7/7/10
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WELL SUPPLY WELL 40 20 0 40 80 151A HIGHWAY 24 (,-orpy7
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ELECTRICAL TRANSFORt~R / ~ RFFp ~ ® ` •y 'q, ~ ~ RICHARD C. FLOWERS RDC/DWG
ELECTRICAL aoX / ~
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NTS NOT TO SCALE NHW NORMAL HIGH WATER
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R/W RIGHT Of WAY WELL SUPPLY WELL 50 25 O 50 100 O 3 RDC ' 1334
'O \ 151A HIGHWAY 24 c-06a7 Qzt MOREHEAD CITY, N.C. 28557 DATE:
SWEET #T OF 10 'a \ 'a . ~u1N,,• , 247-7479 7/7/10
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DESIGN FILE 994-2/994-2FINAL.DGN SCALE: 1 50 1 " = 50'
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USAGE CERTIFICATE DATED 5/18/04 {SEPTEMBER 1 -JANUARY 311 NOT TD SCALE t
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y 'L' RISER aND DREDGE =+;'~w~~ yL~k ~'~.~~k ~:k EFFLUENT DUTLET dB.2] A .
~ v,. ~^'L ak `~^,~"~y`yc ~iky~~~~''yk;y~~k~ USACDE N~8.16'td'tl
w~.v~ ~v, ~,y~~c`~s(; 4 JURISDICTIONAL ~~ti u`'t'~ ~J B AREA ~.`5,
are y - SILT DREDGE SPOIL , i ' ~w a~~"L ~ FENCE DISCRARCE PIPE \\'`4 ` `
.
''ELF v. < , . w~ . ~ SELT
ik~ ~ ak :,~'k°' ak sE FENCE ~t.~at~~ v. ak u~'t` ~ ~ `L,~~~c ,ti, ~k ~'k ~

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`"s` J ~
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' o. Z kc =k `t~~ ~'a OB: 802 PC 4B0 Y ~ W~:~ ~ k ~ 1 :t
~w.yF~-'k~ ~ ~"~,y'~ ~1,~
1~ , DREDGING PIPE
S 1: ~ . v'y`L ~~r
}
. ~ ~ 24" CMP DISCHARGE
. _ TREATED TIMBER
GAkkANTS CHANNEL . ~ 1 ~ PILES
~,'~1,
" " ` " ~`~,A~ ~ COASTAL MARSH
. _ ~\ti ~
YETLANDS narras EX{STING ELEVATfON
SEED IMMEDIATELY aREas
- 6°00 UPON COMPLETION SEED IMMEDIATELY ~ ~ i
UPON COMPlET10N 10.0 EL
- t
~l~/1 //`//T/ / .y t
l / / ,l `~/:~~A~~\~~\V,,~V~~\V~~\~~\.V,~\<~\~~V~~AV~~V~~,AV~~./`A\~!~V~~\y/~\~~\V~~\.~\~~~\~~\.A~..~~,~,~'1~•V~~\~~\\~ _
~ E~~aTE® PIPE o~TA ~
-A oI~E SECTION A SCALE: NOT TO SCALE
SCALE: NOT 70 SCALE REVISIONS:
- H~. er aarc aESCRr~rroru
SEED IMMEDIATELY ~w;'-
UPON COMPLETION
SEED IMMEDIATELY 6.00 ~.EGEND UPON COMPLETION
EL S.0
~ COASTAL rETLANOS OEIOr NHM / ~ DREDGI= PIKE CONSTRUCTION PLAN
w w w wW w °tl°/COASTAL MlR$N ABOVE NH11 , i//\/f\%//\'~ ~i'~ ! /~i,/, / /r/ /~/VA'V~VA/VA: ~ i ~A•\,~~\'\VAAV\A\,,,~ ~~j.~i~\/,
{%f ~ti%{/<,; / EL 3. o ti's.)%~!~/~~;<;%i;,/ ; EL 3. o BEAUFOR'~ HARBOR MARINA & YACHT' ~LI3B
- - t/4 DISTANCE UNE \ \ \ \ \`~/ti \ \ ~ , ti\ \ , ~ ~ \ \
M15T NG DOCK / ~/~A ' < ~ / ~/V~~ ~ / ~~~/f f /`i~.r/ ~ / ./j /V?~/%•.~// ' / //•/yr: E I \ ~\.A ~ ~ Vy~.,.. A\ A\ ~ A .~<e tiV~:~A'~ ~ ~f~A~~~ . ;A~A.~\.~~~• PROP kINES
BEAUFORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
2 PROP05E0 CDNTDINI SETTLING 6 A S I N SECTION 6 -B ~'•~`6 EXISTING ELEVATION
EkECTRICAk TRANSi~tAIER SCALE: NOT TO SCALE CLIENT: HOMER 5M1TH LLC DESIGNED: 8. RICHARD C. FLOWERS RDC/DWG
AEC AREA OF ENYiRONYENTAI CONCERN ADDRESS: 1D1 CEDAR ST. DRAWN°
Eft E1(fSTINC EYd EIIBEOYENT YIN YlNtYUY ',,me,+,eto~rP~ BEAUFORT, NC 28516 RDC/DWG
TYP 7YPtCAt NTS !qT Ttl SCALE
ralr fr1GWf ulrJl rt7FA ~4~®~`P~~.CA~~[.~`®.- PHCINF: t 173-~77R CHECKED:
WLW NIIIi"[ LGW MATER Md MrORI1GRING WELL `~~~V •~54 s SId•e rl!51SEAL
R/W RIGHT OF WAY WELL SURLY WELL
100 50 0 100 200 U ENGINEERING, P,A. APPovEa:
13343 A HIGHWAY 24 'f
SHEET #8 OF 10 REHEAD CITY, N.C. 28557 DATE' d,'v~ °•.,G1N~;•••• ~`be` 4~;ZONA&D. 47-7479 7/7/10
PROJECT 994-1JG
JVY1L,. DESIGN FILE 994--2/994-2FINAL.DGN C(~/~€E0 1 1OV SCALE:
CULL PHER P.. 1 11 = 4 0'

~ ~
B - / l
a f i I
~ , j J
~ ~ ~
~ ! ~ ~ ~ 1 NNM LINE TABLE
1 r j ~ L1 14.54 N46'55'18"V!
~ t L2 14.84 S60'49'29"Nf 43 9.39 N89'04'34"W
l4 6.0! N46'O6't1"M L5 it.$7 N33°08'53"N'
~ ~ 1 ~ ~ ~ / 1 L6 17.12 N80°55'45"M L 7 7.60 502° 08' 38 "k'
~ ~ ~ . ~ ~ J I L8 18.55 567.47`55"w L9 12.69 N72°52'03"tt
x i JraL~al~~`.~ r r Lt0 12.08 N39'33'18"tY Ltt z6.49 N86°25'25"w
~ ~ v~~ ' i COASTAL _ . , malt ~ ~ o _Y Lt2 53.24 573°05`37"w Lt3 27.87 N82°46'18"iN
~ ~ ~at~~yar_ . ~~Ji~t~ait~ aL% 1 ~ `.Lal~. a~ ak _ ~t L14 12.50 Nt4'55'29"E Lis 6.93 N55'43'24"E
ak r a~..~t ~ ~ ~ _ ak. v~~t uc l16 7.80 N71°23'19"E L17 5. t4 s57°26`45"E
L16 7.89 N06°55`10"1M lt9 5.76 N73°10'24"E
~ ~ ~ \ _ ~v ~ ~ W .v ~ ~v ~ ~c ~ ~Ic ~ ~1,% •.~vc ~ v.J~ sc J~~ ~c ~~~Ic - o L20 11.42 533'07`4fi"E
~~a~ ~ ~a~ ai% malt ~ ~ ~L~c • . .L~c vJc ~ `.~~.v ~-J~. ~ .v v, ~ yr a w ,v ~ v. ~ w alt air. ~ Jc ~ ak ~ alp ~ ~ ~ ~ 1t ~ ~ ~ - ° ° l22 23.29 NBB• 3`47"E L23 10.30 S69°19`43"E
~ ..m~~.y ~,v ~ ~ ~ ~ ah y ~t ak. ~vJt ~ >Jr.. ~V_,i~. ~ ~ralq l24 4.23 543.27'19"E l25 16.57 5B8°00'06"E
w~ 1~' Jc. aVt v~ ac ~ alc ~ ..-1~ ~ ~ w u ~ v~ w w alc yc ~ Jt l26 2.04 N04°31'49"M l27 17,14 N64'32'10"w
.r ~9 ~ ,v y y I ~~G, J~ sc v~.J!_ _ i l28 54.03 N5T°16'18"W ~ ~ L29 55.31 N74°44"t3"w
~,,,,,,..,,..,,...e°'^` ,.ti._1 y `i' WD.~~, .L w ~ 7.y y ~ ~ v v •y a~ ~!%_v _rv `~~r. ~'~~n s.m ,.~G...~.. 1G ~ '.mot aL ~ L30 31.55 N82"58'SD"w Lit 8.68 584'26'11"M
+a~' .rte Q \4 vy ~ v Jr Y ~ y ~ y ' ~ ~ ~ ~ rte/' a ~.""•r. ® .J,_..--'"` ~ ~G ,~llG/ ~G ~1: ~L .`~G a~G l32 17.43 52B"22'34"Nf L33 ST.t9 N53'20't7"w
~ ~ ~ `.~.~z<..u l34 8,13 N6t'33't2"E L35 8.84 N68°27'49"E
.s°~ JG, ~LJt ~ w ;alt ~It JraL. alt ~ ~ ° ~ ~ ` ~ „ ~ - ~ ~ `~C_ ~~~ll.. JL .aIG , aiC alt ~t ~G ° o L36 14.51 N73'33'38"E - ° L37 39.03 SIB°02'59"E
c>A / ~ ~ , ~ y ~ ~ ~ u az ~ apt ~ ~ ~ ~ ~ L38 55.22 517'19'45"E - L39 6.50 553'19'27"E
/ •4. ~ . ^ ` ~ ate, ~ ~>>G ~ ~ alt ~ L40 38.34 582'56'10"E Lot 2.it 513°35'09'E
` N)3° ; 3 t ~ ~ . ~ ~ ~ ~ halt sit y.~it y~ ~afr L42 11.82 N70°42'4$"E
+ ~ S6 A ~ ak ~ ~ ~s. .ate alr. alc a,c Jt Jc aEt ~I' ~ 144 18711 N10'Q 'i6"E l ~ L45 1.41 517.41'01"E _ L46 15.05 N70'17'34"E
1 S EV ~ ~alr .fir. ~.Y Jr ~L-Jr_ _~Jt •E-~~c Jc ,t ~ ~ alt alC alc ~ ~ _a;~ ak. 747 1.44 N12'25'23"M
L4B 34.11 N70°08'47"E L49 168.91 N89"22'50"E
~ ~ ~ aft ~ ~ ? ~ ~ ,L ~ L50 31.72 534.Ot'00°E °
~ °
L 30 l.. t A ~ ~ w ~y ~
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1
1
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LEGEND Jo y o 35 \ ~ aQ Fir - _ _ ® , ,5
'~T T p p „ ~ ~6 ,e
y~ PROPOSED SITE DEVELOPMENT = 27,230 5F caasraL wETLANOs ~
TREE REQUIREMENT = t PER 4.000 SI: SETE OEYELOPMENT w w w w 4D4lCDASTAL MARSH 1~ q ® ,
w w w NUMBER OF TREES REOU[REO = 7 r za ~ ~v 3z ze /
° ~ ° '0'° ' EXISTING CONCRETE TYPE DF TREE PROPO5EO =LIVE DAK {OUERCU5 VIRG[NIANA!
OR OTHER APPflOVED EDUAL ~ ~ ~
EXISTING GRAVEL ~ /
PROPOSED CONCRETE NOTE: REVISIONS.
t. NO TREES 5" DR LARGER IN DIAMETER EXIST 'e Na 8Y DATE DES'CRlPTfDN e®
- - - 1/4 DISTANCE L[NE THE ON PROPERTY.
EXISTING DOCK 2. NEW TREES MAY BE EVERGREEN OR DECIDUOUS
PROP LENES AND SHALL C~'ORM TO THE AMERICAN _ _ _ _ ~ . _ _ EX i ST 1 NG CDNTDUR AS5OC E AT E ON FOR NURSERY STOCK PURL E SHED
BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 2 PROPOSED CDNTDUR 3, THE MINIMUM TflUNK p1AMETEfl MEASURED AT FOUR
-1.7° E%ISTING ELEYATEON FEET (4'I~A8OVE THE ROOTS. WILL BE TWO
INCHES {2 1. ELECTRICAL TRANSFORMER LANDSCAPE PLAN
4. THE PLANTING pF TREES NATIVE TO EASTERN NORTH
CIE ELECTRICAL BOX CAROLINA AND/OR ADAPTABLE TO THE COASTAL CONDITIONS AND CLIMATE ES STRONGLY ENCOURAGED.
TREE 5. CONTACT THE TOWN OF BEAUFORT FOR A LIST OF OTHER DESIRABLE TREES OTHER THAN SPECEES FAUF T HARBOR MARINA ~ YACHT CLUB
SMRUB SPECIFIED ON PLAN,
SEAt1FORT TOWNSi~IP CARTERET COUNTY NORTH CAROLINA
CLIENT: HOMER SMITM LLC DESIGNED:
AEC aREA ENVIRONMENTAL CONCERN E% EXISTING 8. RICHARD C> FLOWERS RDC/DWG
EM8 EMBEDMENT M1N MINIMUM ADDRESS: 141 CEDAR ST. DAWN:
TYP TYPICAL NTS NOT TO SCALE ®,t+++'"+nleoi BEAUFDRT, NC 2$516 RDC/DWG
uur unouu u~cu rare
w; NORMAL lOW WATER
MW MONITORING WELL R/W RIGHT Of WAY eoy [phone] t-MLI-MLU; PHUNE No
WELL SUPPLY WELL 30 15 0 30 60 r$ ST U ENGINEERING,P.A. APPROVED:
SHEET #9 OF 10 SEA 9 13 343 151A HIGHWAY 24 C.a 41
PROJECT 994-1JG 0 HEAD CITY, N.C. 28557 DATE:
SCALE.* 1 30` :mo,L~cNGlNE;:~°®Z~v' ( 247-7479 7/7/10
DESIGN FILE 994-2/994 2fINAL-W-KAS5eDGN g0"o,4 0. C~~®°°®® VNI) D-L SCALE
M RON LD D. CU LIPHER P.E. 1 " = 30' -111, Jill 111111mom

2 2 NORMAL,HIGH•WATER•®, ®....L®.... ;s.•. .p.

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~ ` - s ' DREDGE SECTION A10-A10
, i.,s _ r ly~».+ .xis 'i a '_"a.;,; i t„ "`t._ y t I _ - V SCALE: t" = 4' H SCALE: 1" = 40' $EPERADTRONGtNG
• .,.i ~ ` ~ ~ k ~ .r, I . ~ . ~ .._.j , FROM ALL EX15T1NG
~~I>r~ Y , , ' , r_.., , . r fen n3` .a. ~ WETLANDS
~ ~ i I.; i i4~ 1' { __i; • b i,l,;;, ~ . o .3 I. ~ ~ ,iii ',>c ° " ` '~k Y' _
a ~ , ..7, " it ; p, i . I I, 1• y li'. i is ' P _A L. . rr i '.l I. ~ I i .a• iii if 1~! jh,~ v:u ~ ~ .fin 2 NORMAL HIGH WATER•~ f ._.T...-. •
i . , r.., • _ , _
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y. .m.., f_i y. , r ' j~' E. .
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$ ./j,,r, , %i,^//%'//. r~/ % //j ;!;?~'y; r%~i\~~' ~%\''r/</t'\ : ~ r~\,/\ r\t'~'\\r \,~.1\:. \ti/\\`!'\lI\,,\~~ ~\rc\\, f, \t.',~\...\.
p o~ ~
~wi;N E r-. CONCRETE FOOTING O + N + q ~
NORTH ELEVATION CLUBHOUS
SCALE; t" = 6` DREDGE SECTION 810-610
H ELEVATION CLUBHOUSE SOUT V SCALE: 1" = 4' N SCALE: 1° = 40'
SCALE: 1" = 6'
Z NORMAL HIGH WATER _ ~..._L_.®,_.~...-A I . ~.1 .s
.w.se~.r.. w.. .a..+ .s. r.rr~.a~.,~.m.•e arar.~.4. ~.aa ,~..w.~ T" ~ NORMAL LOW WATER... ._.T._.
2 NORMAL HIGH WATER_ - ; ._.y p ' .,%ISTI~NG GRADE..... ' ~
~ ~ .~.ra.~.~ ~
MORMAL• LOW ,
X(STING G ~ , , SKr/~i ~ F\~~ ~ K ~ J~K f~/~.
• ~ r'te' tG ~ 7! ~,t~;('~, T'-l~->,n~'\~,' ~ w`. r f~~
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, t~. i x ` x l~% . r.~ •i ` ' '":,r. ~ ' V ~ i ~ ; ~ i \ ! r ti ! . % iY ~ ~A ~ X . K' X X~ t '4 . ~ i l / a f P/ : ~ '~y .k. .+A „ \r/`~ -6 't~ \~\n x r yY EPTH ~ I'
•K• 'C k'1 ,:7 h<X k.,. .~:.X, r v uk k iii t\ v y -1 ~ r/?y?.i/~r/"'~i ~ ~Xt t k'k, ..xi ~ K~ ,
.r' ?C ,I~ i 5 . t ~1k. "T,T `r~~ .ir ,•r c'~ t' , i~• ~ 1i x ,r t~~ ~ 1, ~ ,
. x. t r%;/s:}r l~,^,\ ~r\\y\.,'; c / \ \ \ 'i• / r ,n/\„/ /fT.r`n:j,t \ ' l%/,. /f,,,' r./ / i/t f / ~ ~ . /i\ ~;\/j, /`~%:r//~/%i\,~,, tf!'~~'~r~ /rC/ •C/%t%`i 4/ %'/</~%/?t// /~~fc%,r! v t!/~~//tr / 1 ~/~C/~t>j~;r:rr\~i;~ ~^,,,.fi/i/ I r// •ir/i// flJ / f \ ~1 J~//tar/~~//:i/,ir//~i/ lrr/fir / i ,r/ 1?,hl %'i r/ /~\,i:/~ ~ ,f / \ /!'~''r\ i/rA,l,\, rA/r~~
O ~ O
~~,~:r%~A,~AV\'~~\ A`.'~ ,A'/~Af~A/` ~~/iV;iAjA~`/A/~A/%A% ~ • A/~ ? . , / O pO ~ ¢ ~ + ~
\ / /~i o 0 0 F tN o
0 0 °o o + t o a ~ M v
N O pREDGE SECTION C10`-C10
V SCALE: t" = 4' H SCALE: i" = AO'
DREDGE SECTION E10-E10
V 5CAlE; 1" = 4` H SCALE: 1" = 40' NORMAI_HIGH WATE4? _ .®~r........,...-'._.. '
NO SEWER
DISCHARGE ' NOAMAL~LOW WATER ~ ~ ,®,.d..®._ 0 ._..r._......_._, .%1STING GRADE..... f I i '
PUMPQUT
AVAILABt,E
STRINGERS fi
-6 , ~/'y\,~~y~\ ' ~ • ~k ~ A.. ~ ~C J., ~,1 v~" , ~ ' .T ROPOSED DEPTH
TOP OF FLOATING ` i~r/ x , k r r , ~ . RE .OREpGl.NG ; ; , . , . ~ y. . . r, ~ , , „ , x
DOCK
TREATED Tl?~EA PILES ;\,ti ~%\7 'i: 1a+r /~s n?,~, it ~r, //C ~_/rA.f ~t~ ry rr,:~`~i ail /.r.k,%~v~/~/h'r' A ~'~~irl~%'%//.,/, '
MARINA SIGNAGE 0 0 0 ~ Q~ o o ~ ~ ~
i O + In q ~ O ~ N
SCALE: NOT TO SCALE
FIXED QOCK SECTION A2 DREDGE SECTION D10-D10
V SCALE: 7° = 4' H SCALE: 1" = 40'
REVISIONS
No, 8V DATE I~SCRIPTlON
242.fi6
185.00 ~ 8.0
EXISTING FLOAiiNG DOCK D GRADE
x F1XE0 DOCK D GANGWAY DETp,ILS
A2 EAUFORT HARBOR MARINA. & YACHT CLUB
8 FT WALKWAY . NHW EL 3.10
y _ _ - NLW El 0.00
BEAUF'ORT TOWNSHIP CARTERET COUNTY NORTH CA OL N
NLW EL $.oo CL IENT< HOMER SMITN LLC DESIGNED:
/ i`C, w ,A , A2 RICHARD C. FLOWERS ROC/DWG
ADDRESS; 901 GEOAR ST. DRAWNt
3tt DREDGE ,ed`'`~j~~CAq~~~O®i, BEAUfORT, NC 28516 ROC/DWG
SLOPE b•~a~~ CHECKED: ;`~.4•ti,.~ss~~~,~.y•.,, PI-90NE: (2521723-0778 RDC
nornrtc rn
- 8"'F-T' 8 FT AT NlW
° 4L SEAL 9f r~iV151A OU ENGINEERING, P.Aa APPROVED.
DOCK D PROFILE 13343 RDC o HIGHWAY 24 G-OGg7 DATE
V SCALE: 1" = 20' H SCALE: t" = 20' 1 REHEAD CITY, N.C. 28557 a.. 7.7479 7 / 7 / 10
~a o 4o ao
SHEET #10 OF 10 qa . S C A LE : NALD D. CULLI HER P.E. 1 = 40
PROJECT 994-lJG
~J = FINAL.DGN SCALE: Qa
DESIGN FILE 994-219942 WOMEN