20071960 Ver 4_CAMA Application_20101007

LF"IFA
wMrA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
Dee Freeman
Secretary
D I - to( too VS
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 5 October 2010
SUBJECT: CAMA Application Review
APPLICANT: Bridge Harbor LLC
DENR . WATER QUANJTY
WETLANDS AND STORIvkTER BRANCH
PROJECT LOCATION: Adjacent US 17 Business on the Pamlico River in the City of Washington, in
Beaufort County, North Carolina
PROPOSED PROJECT: Applicant proposes to construct a 133-slip open water commercial marina, 150
vessel dry stack, boat drop, parking areas, road, boardwalk, and ship store.
Please indicate below your position or viewpoint on the proposed project and return this form by 25
October 2010. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
Respond to Doug Huggett
Morehead City Office
0 z?ROV?
0 C T 7 2010
North Carolina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bridge Harbor, LLC, Bridge Harbor, Major Modification to CAMA Major Permit No. 153-08
2
3.
4.
Beaufort County, North Carolina
Photo Index -2006:100-8160;N, 0, P-18, 19 2000:100-1143; N, O, P-18, 19
State Plane Coordinates - X: 2,576,800 Y: 657,150 GPS Rover File: I100109A
Washington Quad. (lower left corner)
LOCATION OF PROJECT SITE: adjacent US 17 Business on the Pamlico River in the City of Washington, in
INVESTIGATION TYPE: CAMA
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1 October 2010
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 5 October 2010
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Washington
Land Classification From LUP; Commercial (land), Conservation (water, wetlands)
(B) AEC(s) Involved: PTA, CS
(C) Water Dependent: Yes
(D) Intended Use: Commercial Marina
(E) Wastewater Treatment: Existing - none
Planned - City of Washington Central Sewer
(F) Type of Structures: Existing - bulkhead, pier with finger piers, deteriorated pier, relic pilings, chain
link fence
Planned - 133 open water slips, 150 vessel dry stack, boardwalk, ship store/
clubhouse, parking
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION:
[AREA]
DREDGED FTT.T,FD OTMFR
±1,200 ftz shaded
(A) Vegetated Wetlands
404 Wetlands
(B) Non-Vegetated Wetlands ±20,409 ft2 Shaded
River bottom
(c) Other
±1.86 acres
Uplands disturbed
(D) Total Area Disturbed: ±102,630 ft2 (2.4 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC-NSW
Open: NO
PROJECT SUMMARY: The applicant proposes to construct a 133-slip open water commercial marina, 150
vessel dry stack, boat drop, parking areas, road, boardwalk, and ship store.
Major Modification - CAMA Major Permit No. 153-08
Bridge Harbor, LLC
Bridge Harbor
Beaufort County
Project setting
Quible & Associates, P.C., on behalf of Bridge Harbor, LLC, has requested the attached
application be processed as a Major Modification to Express CAMA Major Permit No. 153-08. The
modification is for the construction of an open water marina, upland dry stack storage, ships store
and parking. The project site is located adjacent the Business US Highway 17 bridge on the southern
side of the Pamlico River in Washington, Beaufort County, North Carolina. A Federal navigation
channel exists in the Pamlico River in this location.
The site is a ±5.89 acre tract comprised of two parcels of ±2.41 and ±3.48 acres. The ±2.41
acre portion was previously owned by Mr. Tim Forrest. CAMA Major Permit No. 77-95 was issued
to Mr. Forrest on 15 June 1995 to retrofit an existing commercial pier with 10 slips, as well as the
construction of a boat ramp, bulkhead, riprap and a landside deck. The permit was modified and
renewed several times and all work was complete prior to the permit expiration. The ±3.48 acre
portion was owned by Julian Moore and was the site of a commercial bulk fuel storage facility. The
upland portion of this site had several fuel storage tanks, a storage building and office and a concrete
drive and parking area. All of the previously mentioned development on this portion of property has
been removed as part of the NC D WM Brownfield's Program and sand fill was used to re-establish
the original grade of the site. The pilings from an old and deteriated commercial pier are intact off
the portion of property that had been owned by Mr. Moore. Additionally, there are numerous relic
pilings located waterward of the property.
A large manmade filled hill dominates the upland portion of the site and has a gravel drive all
the way around the base of the hill. The upland portion of the property is vegetated with upland
grass, several hardwoods along the River Shore, and several shrubs and hardwoods on top of the hill.
Approximately 384 of the ±1,050 linear feet of the shoreline has been stabilized with a vinyl
bulkhead via CAMA Major Permit No. 153-08 issued to Bridge Harbor, LLC on 22 September 2008.
The remainder of the shoreline on the site is natural wooded wetland delineated as Section
404 Wetlands by Scott Jones of the U. S. Army Corps of Engineers. The 404 delineated wooded
wetland encompasses ±2.76 acres or approximately '/z of the total site.
The western end of the property abuts US Highway 17 Business Bridge and the shoreline in
this area is stabilized with granite riprap. The area immediately adjacent US 11 has a water and
sewer easement on it and a force main sewer line runs under the Pamlico River in this location.
The site is bordered on the downstream side by a large tract of undeveloped property with
appears to be a wooded wetland. The Pamlico River is classified SC-NSW by the Environmental
Management Commission and is closed to shellfishing. The Wildlife Resources Commission has
designated the Pamlico River as an Inland Primary Nursery Area in this location. The on-site visit
did not reveal the presence of any Submerged Aquatic Vegetation (SAV).
Major Modification - Express CAMA Major Permit No. 153-08
Bridge Harbor, LLC
Bridge Harbor
Beaufort County
Page Two
Work on this site has been authorized by the Division of Land Resources under Permit No.
BEAUF-2008-023 issued on 16 April 2008, by the Division of Water Quality under Stormwater
Permit No. SW7080328 issued 19 May 2008, by the Division of Water Quality under a 401 WQ
Certification for Project 407-1960 Ver.2 issued 14 April 2008, as well as by the US Army Corps of
Engineers under Action ID 20070297107 as a NWP 38 issued on 21 March 2008.
Project description
The applicant proposes to construct a 133- slip open water marina within Pamlico River. The
marina will consist of 5 main piers extending into Pamlico River and are identified as piers 1-5 on
the plat (sheet 1 of 2) dated 22 June 2010 (attached). The descriptions of the proposed piers are as
follows:
1. Pier 1 will be floating and ±282' in length. The water depth at the end of Pier 1 is ±7.0'. This
pier will have eight ±35' by ±4.5', five ±49' by ±5', one ±36' by t6' finger piers for the
creation of 25 slips.
2. Pier 2 will be floating and ±246' in length. The water depth at the end of Pier 2 is ±6.5'. Pier
2 will have six ±25' by t3.5' and one ±26' by ±6' finger piers for the creation of 13 slips.
3. Pier 3 will be in the same footprint as the docking facility permitted via CAMA Major Permit
No. 77-95. This pier will be constructed on fixed pilings and extend beyond the one quarter
width of the Pamlico River. Pier 3 will extend ±365' with a ±44' by ±8'T-Head Platform at
the terminal end. The water depth at the end of Pier 3 is ±1 0.75'. Pier 3 will have twenty one
f 18' by ±2.5' finger piers for the creation of 42 slips with boatlifts.
4. Pier 4 will be floating and ±21 Fin length. The water depth at the end of Pier 4 is ±7.0'. This
pier will have twelve ±25' by ±3.5' and two ±26' by f6' finger piers for the creation of 28
slips.
5. Pier 5 will be connected to pier 4 with a 100' by 8' floating dock. Pier 5 will be floating and
terminate approximately 270' offshore. The water depth at the end of Pier 5 is ±5.75'. This
pier will have nine ±25' by ±3.5' and two ±26' by ±6' finger piers for the creation of 22 slips.
A total of 103 tie pilings will be installed to create 13 slips. All piers will be ±8' in width and
connect to one ±8' wide walkway located on high ground adjacent the shoreline. Approximately 150
linear feet of the walkway will be located over 404 wetlands. The walkway will lead to a ±2,600 ft'
shipstore/clubhouse approximately 70' landward of Normal Water Level (NWL) on an upland finger
of land surrounded by 404 Wetlands. Also, an impervious 9 space parking area will be located
landward of the ship store/ clubhouse.
Major Modification - Express CAMA Major Permit No. 153-08
Bridge Harbor, LLC
Bridge Harbor
Beaufort County
Page Three
Immediately upstream of Pier 2, a ±24' wide by ±74' long pile supported concrete deck will
be constructed over the River to facilitate the loading and unloading of vessels via forklift. A ±103'
long by ±8' wide staging pier will be located upstream of the concrete deck. The ±24' wide concrete
deck will transition to highground and connect to two ±32' by ±155' roofed boat dry stacks with a
±40' wide impervious area between the two approximately 75' landward of the bulkhead. The
roofed boat dry stacks will have a capacity of 150 boats. A ±125' by ±130' paved parking area (with
48 spaces) will be located landward of the boat dry stack.
Additionally, the relic pilings from the numerous old pier structures will be removed from the
riparian area of these two properties.
Anticipated impacts
The project as proposed will result in the shading of approximately ±20,409 ft' of River
bottom associated with the construction of the 5 piers and access walkway. The project will usurp
approximately 3.3 acres of public trust area within the Pamlico River. A total of ±990 ft2 of
impervious surface will be located within the Coastal Shoreline Area of Environmental Concern.
Approximately 1.86 acres of uplands will be disturbed as a result of the construction of access roads,
parking area, ship store and roofed boat dry stack. The project will result in localized turbidity as a
result of the construction of the piers and removal of the old existing pilings.
Kelly Spivey - 5 October 2010
BRIDGE HARBOR, LLC
CAMA MAJOR NARRATIVE
July 9, 2010, edited August 30, 2010 and September 27, 2010
Background
The property owner and applicant is Bridge Harbor, LLC (Attn: Parker Overton). Quible &
Associates, P.C. is the authorized agent for the purpose of preparation and submission of
environmental permits and civil engineering. The site is comprised of two parcels located on the
Pamlico River and US 17, adjacent to the south side of the US 17 bridge, within the limits of the
City of Washington. Lot 1 (PIN # 5675-67-4388) is 2.41 ac. and Lot 2 (PIN # 5675-67-5100) is
3.48 ac. with a combined total area of 5.89 ac. There are 2.76 ac. of wetlands located on the
site. The center of the Property lies at approximately 35.5391803°N and 77.0557087°W.
The site is the location of a former bulk fuel storage facility and has been deemed eligible for
entry into the NC Brownfields program through the NC Division of Waste Management (DWM).
Recent cleanup work involved excavation and removal of areas of contaminated soils
associated with the release of petroleum fuel product from the former bulk fuel facility. The
clean up/rem ediation area included a small area of Section 404 wetlands, and a Nationwide 38
Permit (SAW-2007-0297-107, 3/21/08) was issued by USACE for wetland impacts in this
location. This also required a 401 Water Quality Certification (07-1960 Ver.2, 4/14/08). This
work is complete and did not require a CAMA permit since it did not involve work in any CAMA
Areas of Environmental Concern (AEC's).
The site is also the site of a boat mooring facility that included piers, 10 slips, decking, boat
ramp and shoreline stabilization (CAMA Major 77-95, 6/15/95 and Major Modification, 9/3/97).
The permitted and built water dependent structures are depicted on the CAMA Base Map. The
structures are currently in poor condition and in a dilapidated state. Other recent permits
include a SESCP Permit from NCDLQ (Beauf-2008-023, 4/16/08) and a General Stormwater
Permit (SW7080328, 5/19/08). These permits are for upland grading for areas outside CAMA
AEC's and DWQ Buffer Zones. This work is complete. CAMA Major 153-08 was issued on
9/22/08 for installation of 384 linear feet of new bulkhead, generally along the normal water line
(NWL). This work is also complete.
Marina FONSI
As required for any new marina project, an Environmental Assessment (EA) following NC State
Environmental Policy (SEPA) guidelines was prepared. The final EA document is dated
October 27, 2009 and received a Finding of No significant Impact (FONSI) on December 29,
2009. The project as proposed in the EA is the basis for this CAMA Major submission.
Proposed Work
Project involves creation of an open water marina and a boat dry stack facility with a boat drop
structure. The proposed open water marina has been designed to eliminate the need for
dredging and there is over three feet of water in the slips nearest the shore and an average of
six to seven feet of water at the most waterward slips. The proposed marina consists of five
individual piers running from the shoreline to deep water. Each of the piers (shown on the
CAMA Major Site Plan) except for Pier 3, terminate at a line established at one-fourth the water
body width line as per 15A NCAC 07H .0208 Use Standards, (b)(6)(iii). Pier 3 is proposed to be
repaired to the extent necessary and allowable in the same footprint as an existing pier that has
1
historically been used for boat slips and was the subject of previous CAMA permits. This was
discussed at length with DCM and other State and Federal regulatory/resource agencies, and
this was a component of the EA that received a FONSI. There is a second existing (but
dilapidated) pier that extends beyond the one-fourth water body line. During a March 4, 2009
scoping meeting, DCM expressed that they would not support rebuilding of a second pier
(beyond the one-fourth water body line) for several reasons, including the width of the piling
spacings and the dilapidated nature of the structure.
Boat slips will include approximately 133 total slips of varying sizes including: (62) @ 12.7 ft x
25 ft, (30) @ 11.7 ft x 18 ft, (16) @ 15.5 ft x 35 ft, (12) @ 13 ft x 18 ft, (9) @ 19 ft x 49 ft, (2) @
20 ft x 40 ft and (2) staging slips at the pump-out area. The fixed pier (Pier 3) will include boat
lifts for each of the slips, except for the large-sized slip at the end of the pier platform. Also
proposed are designated canoe/kayak and paddle vessel tie up areas in the locations shown on
the CAMA Major Plan. This is a slotted/pervious walkway that will provide access to the marina
piers. Boating gear and supplies can be carted to individual slips along this designated
walkway. The eight foot width of the pier system is proposed for several reasons including to
provide sufficient width for boat owners to bring equipment and supplies from the parking area
and dry stack to their boats, to insure safe use of the facilities by handicapped individuals and
children, and to generally insure safe ingress and egress for patrons of the marina facility in
adverse wind and weather conditions.
A 150 slip dry boat storage facility with a mobile boat lift and drop service is proposed. This
would consist of (2) 75-slip structures with an associated concrete boat drop area as depicted
on the CAMA Major Plan.
A shiptore/clubhouse for marina related retail and food service needs is also proposed as
shown as shown on the CAMA Major Plan. In addition, there will be designated parking areas
that adhere to the City of Washington requirements.
2
IN MP-1
i9en u5
APPLICHIONfor
Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Bridge Harbor, Llc Project Name (if applicable)
Bridge Harbor
Applicant 1: First Name
Parker MI Last Name
Overton
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
3933 Mobleys Bridge Road PO Box City
Grimesland State
NC
ZIP
27837 Country
USA Phone No.
252 - 714 - 8700 ext. FAX No.
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Quible & Associates, P.C.
Agent/ Contractor 1: First Name MI Last Name
Brian D Rubino
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
P.O. Drawer 870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 3300 ext. 240 ext.
FAX No. Contractor #
252 261 1260
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shores NC 27949-
Email
brubinoQquible.com
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort US 17 (adjacent to south side of the 17 bridge)
Subdivision Name City State Zip
N/A Washington NC 27889-
Phone No. Lot No.(s) (if many, attach additional page with list)
- ext. Lot 1 pin 15007067 , Lot 2 pin 12003516,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Pamlico River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?LInknown Pamlico River
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.
City of Washington
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,092 ft 257,769 sq.ft. (5.92 ac.)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Lot 1: 2.43 ac., Lot 2: 3.48 ac., NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +5 ft ?NHW or ®NWL
e. Vegetation on tract
broomsedge, wax myrtle, red cedar, black willow, panicum grass, sawgrass, cattail, bald cypress (uplands have recetnly
been graded as permitted and onlyt contain maintained grass from seed applications)
f. Man-made features and uses now on tract
In Pamlico River: dilapidated docks, pilings
Along Shoreline: bulkhead, rock riprap
g. Identify and describe the existing land uses adjacent to the proposed project site.
DOT US 17 Bridge and undeveloped
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
B-2 (General Business) (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?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?
<Form continues on next page>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ?No
(ii) Are there coastal wetlands on the site? ?Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
No existing facilities, but there is public wastewater treatment available via a City of Washinton force main along the US 17
right-of-way easement.
o. Describe existing drinking water supply source.
No existing water supply but public water is available
p. Describe existing storm water management or treatment systems.
No existing system
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ?Public/Government
? Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This is to be a commercial marina facility that will provide wet slips and dry storage for boats of various sizes and styles.
There will also be a ship store for marine relates supplies and food (see site plan and project narrative).
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.
Existing dilapidated pilings and piliings that will not be used for the new marina will be removed by being pulled out of place
by machinery staged on a barge. Those pilings that cannot be pulled out of place will be saw-cut at the substrate base. New
pilings will be driven in place from a barge with a vibratory hammer. If necessary, the piles will be jetted in. Equipment:
backhoe/loader, excavator with hammer (to be kept on-site)
d. List all development activities you propose.
133 slip open water marina, water dependent marina access boardwalk, dry stack comprised of two 75-slip structures with
boat launch, shipstore/clubhouse, vehicular parking areas.
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? Total at Build out: 80,997
®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ?No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges planned, however, there is likely to be some surface runoff
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Robert P. Fowle Heirs Phone No.
Address 1208 Respess Street, Washington, NC 27889
Name NC Department of Transportation Phone No.
Address 1811 N Greene Street, Greenville, NC 27834
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 77-95 (6/15/95, modified 9/3/97) NCDWQ 401 Cert. 07-1960 Ver.2 (4/14/08)
USACE Nationwide 38 SAW-2007-0297-107 (3/21/2008) DCDWQ General Stormwater SW7080328 (5/19/08)
CAMA Major 153-08 (9/22/08) NCDLQ SESCP Beauf-2008-023 (4/16/08)
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 ?1_ 3 1 o Print Name 0'r ? &VX yz--_N ai- m C'
5
Signature Rui??
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
(2) 75-slip boat dry stack structures, (1) ship store, and an
8' wide wooden walkway system that is 592 lin.ft.
c. Density (give the number of residential units and the units per
acre).
0
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: existing SESCP Plan will be
modified to address new disturbance
b. Number of lots or parcels.
2 parcels
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.86 ac.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt parking and concrete boat drop
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.
0.004% (933 sq.ft. within 30 ft of the shoreline associated
with the boat drop)
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.
19.1 % (49,074 sq.ft.)
j. Describe proposed method of sewage disposal.
City of Washington Central Sewer
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
minor surface runoff
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ®No ?NA
(ii) If yes, list the date submitted: to be submitted in
association with a SWMP
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 NNo ?NA
If yes, attach appropriate documentation.
Fc,x (A ems)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Beaufort County Water Disribution System
n. (i) Will water be impounded? ?Yes []No ?NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
Prior to the 1990's
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No [DNA
-9T-I ? u
Date
?r?at ?-?w'bur
Project Name
Zf fi t'/' fL'10 i no Gl ?iw?G? f y r S r,,A % 4 orl a Lt_ L
Applic Name
Applicant Signature
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
?This section not applicable
a. (i) Is the docking facility/marina:
®Commercial ?Public/Government ?Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 5
(iii) Length Pier 1: 282' (floating).
Pier 2: 246' (floating)
Pier 3:.365' (fixed)
Pier 4: 211' (floating)
Pier 5: 307' (floating)
Staging Pier: 103' (floating)
(iv) Width all 8'
(v) Floating ®Yes ENo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 1 44'
(iv) Width 8'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
133
(ii) Number of slips existing
10
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:
b. (i) Will the facility be open to the general public?
?Yes ONo
d. (i) Are Finger Piers included? ®Yes ?No
If yes:
(ii) Number 67
(iii) Length (21) 2.5'x18(27) 3.5'x25' (8) 4.5'x35' (4)
5'x49', (5) 6'x26'. (1) 6'x36' (1) 6'x50'
(iv) Width varies- see above iii
(v) Floating ?Yes ONo
f. (i) Are Boatlifts included? ®Yes ?No
If yes:
(ii) Number 42
(iii) Length all 14'
(iv) Width (12) 11'. (30) 12'
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: 133
® Dry storage; number of boats: 150
? Boat ramp(s); number of boat ramps:
® Other, please describe:
1 concrete boat drop
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
k. Typical boat length: 20-26 ft I. (i) Will the facility be open to the general public?

m. (i) Will the facility have tie pilings? ?Yes SNo
®Yes ?No
(ii) If yes number of tie pilings?
103
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: Shipstore/Clubhouse
? Showers
E Boatholding tank pumpout; Give type and location: Mobile Station pumpout station, located on Pier 2 in the location of the side-to
staging slips (#132-133)
b. Describe treatment type and disposal location for all sanitary wastewater.
City of Washington's Sanitary Sewer System
c. Describe the disposal of solid waste, fish offal and trash.
trash receptacles on-site
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge (signs will be posted)
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2; one on Pier 2 and one along the water dependent marina access boardwalk
(ii) Give the location and number of "Pumpout Available" signs proposed.
1; on Pier 2
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
All power washing and sand blasting will occur on concrete surfaces associated with the dry storage facility. All washdown
water and residue will be directed to catch basins that will will include inserts designed to filter contaminants associated with
boat washdown, including paint chips and oil and grease.
g. Where will residue from vessel maintenance be disposed of?
No boat maintenance such as powerwashing, sandblasting or painting allowed at this docking facility.
h. Give the number of channel markers and "No Wake" signs proposed. No channel markers proposed' 1 "No Wake" sign at the end of
the dock proposed
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fuel facilities
j. What will be the marina policy on overnight and live-aboard dockage?
no overnight, no live-aboard
Page, 3 at 4?
k. Describe design measures that promote boat basin flushing?
Open water
1. If this project is an expansion of an existing marina, what types of services are currently provided?
No services currently provided
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
®WL none affected []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.) 0This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ® This section not applicable
a. Length
b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS F] This section not applicable
a. is the structure(s): b. Number
[]Commercial []Public/Government []Private/Community

c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
87 ft
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
varies: 940 ft to 1,800 ft
b. Proximity of structure(s) to adjacent docking facilities.
no adjacent docking facilities
d. Water depth at waterward end of structure at NLW or NWL
Pier 1: 7'
Pier 2: 6.5'
Pier 3: 10.75'
Pier 4: 7'
Pier 5: 5.75'
e. (i) Will navigational aids be required as a result of the project?
?Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ?This section not applicable
a. Give complete description:
concrete boat drop for use by a mobile travel lift. Dimsensions are 24' wide x 49'-74' length varies due to angle of shoreline);
see plan and associated cross-section
911,110
Date
g,-,' A -,.e ?k"o r
Applicant Signature
Project Name
Applicant Name
?? ?v 1
September 10, 2010
Brian D. Rubino, P.G.
Quible & Associates, P.C.
PO Drawer 870
Kitty Hawk, NC 27949
RE: Bridge Harbor Development - Zoning Consistency
980 US Hwy 17 South
Dear Mr. Rubino:
In regards to the above referenced project please be aware that it is
located in an 0&1 (Office and Institutional) Zoning District and the City of
Washington is in the process of adding marinas and dry stack storage facilities
as permitted uses within that zoning classification. This process should be
completed shortly. Also, the proposed development is located in the jurisdiction
of the City of Washington's CAMA Land Use Plan and I have evaluated the
project and Bridge Harbor is in compliance with the City's Land Use Plan and is
consistent with any plans that the City of Washington might have for that area.
If you have any questions or I any further assist you in any way please
don't hesitate to let me know.
Sincerely,
pwm ;Zodoc"
John Rodman, AICP
Planning Director
102 East Second Street a Telephone [phone]
1. OWNER/APPUCANL BRIDGE HARBOR, LLC NOTES: 15P SIREET fST1' ~ WASf6N01pN 1. AREA QF PROPOSED PIERS AND BOAC DROP OVER ~ ~ ~ o
ATiN: PARKER OVERTON PUBLIC TRUST WATERS;13,175 SQ.Ff. (0.30 AC.) r-" ® Z ~a A. PIERS: 11,691 SO.FL (0.27 AC.) P'AY,_...J Z N
3933 MOBLEYS BRIDG£ ROAD GRIMESLAND, NC 27837 Z} 8. BOAT DROP: 1,484 SOFT. (0.03 AC.) m Z W j
2 PROPERTY IDENTIFlCATtON/RECORDED REFERENCE: 2. AREA OF PROPOSED WEO.ANDS SHADING ASSOgATED PATH ..L.h ~ ® g ~ m N
PARCEL 1 PINS: 5675-67-4388 ) WATER-DEPENDENT WALKWAY: 1,342 SO.Ft. (0.03 AC.) c ,A1.dd, N a a v TAR Po141F N RA~OAD V # ~ ~ N
D.B.: 1535 PG.: 0611-0615 WASHINGTON, BEAUFORT COUNTY, NC ~ ~ 1 v PA641C0 RI1kR 1RAf%f 2 ~ * N Z =%a
PARCEL 2 PINIk 5675-67-5104 .A,M.. y Z VD ~ 3 0 W .ArlJe. ~ Z U = 4 0
D.B.. 1535 PG. ,0677-0681 ` - _ ~ i t~ WASHINGTON, BEAUFORT COUNTY, NC ' ~ - " • • _ • ~y Z U ~ Y o:? ~ NW o
ISLANDS awl O ~j U d,M E
3. PARCEL AREA: ' ' jltd~ J a0 I p
PARCEL AREA LOT ~ = 906,062 sq.ft (2.43 oa) 'pU~P , , T..._._. ;m,. _ , _m 'coNS u N . . PARCEL AREA LOT ~2 = 151.707 sq.ft. {3.48 oc.) QUBh'Qy kV~1~'E ~jf1e c,.3, ...TR. CTIO JJvti. * 1a„ U s
COMBINED PARCEL AREA = 257,769 sq,fL (5.92 nc.) , . ' . cod ENTRANCE/EXIT:- , , . , I ~ W
4. TOTAL WETLAND AREA = 2,76 ac. JI1I ~ C DHO>~1iP1Y W D a
N~ ~ r ~ s°
5. PROPOSED DEVELOPMENT ACTIVITY: ' . ' (WW 'TR;4j~' . ' • - ' ~ " _ S/T/ONS. TC~'lOd•BEYOND~PROP.. ` D _ N x01153...-- IE "DRfHN° IQ~l7 ~ ~ W 0. (DISK ~~J NC MAP
A. 133 SUPS 4F VARIOUS SIZES: Ed~ Blr7e17t _ _ . ._L-- ~ N T.
1. (9) 99° X 49° (SUPS 4-12) I . , ~ _ - r - 27°5537°W - _ - 2. 18 15.5° X 35' SUPS i-3, 13-25 ~ ) - r"
( _ ) ditch r 202.77' T(E; GkOUND 0 I 3. (62) 12.T X 25' (SUPS 26 37, 82 131) l~°h~g,'; , C
ditch ~ ~ • l ~ N29°1670°E 147.35' I 10~ 5~('I{7e5 4. (2) 20°X44° (SUPS 38 & 39) n lum a~9e ® a T''1 Z
5. (12) 13' X 18° W/ LIFTS (SUPS 40-51) 3,25'c}~rtPlas r~°l6'~jQ° ~ 1,, V) `''I.-n p5t1 OP usdergouxt - F ~ Q . ti F 6. (30) 11.T X 18' W/ LIFTS (SUPS 52-81) 502°`-'072'E 4.3!' . • i e ~h A r ~
, . , , : „ , , .r ; . , N 29344 ~ x~ , a , p . 7. 2 SIDE-TO STAGING SUPS AY,m~ededcar:~r r>,_ ` , ~ , , a . , . , . ° ' 4~ ~ n00 m EXISTING PIER U
' ~~''otd r ' . , ` ' . + . , ~ 94 ® , °'>ri~' 4.5'X35' , ® , ~ f. ~'~t ~ po ~ .,5 , • ~ ° , • , FNGER PIER B, PIERS AND PILE-SUPPORTED WAU(WAY ASSOCIATED r , 1 - 9 ~ . o \ R ~ ~ k k AND PILES TO BE I+-
WITH 7HE MARINA 8 WIDE : 9 550 W.FT. ,u ' , ~ = . e ~r. ~ ,-`,~\.ETYP.} > , M - a . , fir," REMOVED
r a « ~ rc. .r rim „ - - - cJ"' ~'._.1 "'`:ru+r , 1. PIER is 282 W.FT. , _ , PI :246 W.FT. , , . ~ ;y 1 ' 2. ER 2 r c t W-,,. , ,5'X49' FNGER ry W PIER '(TYF;) .,,r., CD
l0N 9O 9 3. PIER 3: 365 W.FTr ~ 5 O k, ~ 6 - .4. 15.5 d9 ' ~'"~0~!ING-PILE _ ~ k 19,pt_ ~ -
4. PIER 4: 211 W.FT. _ ~ O ~ ~ c ® 4-. .Q, ~ 'o ~9 0 - 1'9: L 5. PIER 5: 343 W.FT. ~ a ' 4 ~ to 9• L ..•e ~ { r ~ ~ TYP, ~ n ..,_°'ti _.~9~ ' . ~ ) 6.0'X50'.
6. STAGING PIER: 103 W.FT. ~ a ~ c 9 O B ° ~ ` : FNNGERPIER -„r ;~'r'
'i' w e' N~'b S~iS ~9- { , r w a ~ N I~ W ~ 0
C, WATER-DEPENDENT WAU(WAYS (8' W10E): 592 W.FT. \ ' u+ ~ v n • ~ ~ ' WETLANDS SHADING INVOLVED WITH PILE SUPPORTED - ~ V ~ d' Q ~ ~ , ~ { V 'S
WALKWAYS: 1,342 SQ.FT. (0.03 AC.) (v- Q~ ~ k ~ w ~ a 4~ w DO° ~ N zd ~NOOWz
D. FlNGER PIERS OF VARIOUS SIZES: 67 TOTAL ' W ~ w{l1~ ~ t ~ , n' ~ a ~~~'~.mo
n. LIMITS OF ~1 ~ ~ „
DISTURBANCE I. • I~ Q k ~ ~ ° k 8S ~ w~woa~S~o .
4. 4.5'X35° {8) ` r ~ ~{ly ~ .r ' ~ ~ EXISTING k 0 ~ 111 o ~ ~,~aZSac s'' Y,,a aria o Gin u a ~ ~~om
~ ~ ~ 1~ v~a~°~5g
6, s° x 3s' 1 ~ rY ' b 9 ZONE 1 IMPERVIOUS: 993 SQ.FT. { ' wooD O y•v,~ ~ 7. 6' X 50' (i) a w Y- k: { ~ ~ BULKNEA tl• M aU
it •'a - ZONE 2 IMPERVIOUS:635 SQ.FT. { N a , e " z8
D. PROPOSED MOORING PILINGS (12' OIA): 103 : .a a .a { h ~ i .y ~ ~ o ~ 2 Lrv.~;
,Y E. PROPOSED CONCRETE PILE-SUPPORTED BOAT OROP: , 'o uu• .a' e ' r`\.., ~ { i'q k ae n.~ R~ - °n~ o o ~ ~ - p~~R~
1,484 SOFT. (OA3 AC) SHADING Y, a,;`"„"ay sb ~l { h ~ y : . , ,r p1 { o ~ , ° a
r ' 4.5'X35 F. BOAT DRY STACKS: 2 75 SUP CAPACITY „ ` ' , ~ ° ~ . " " , ~w _ r. PADDLE VESSEL
O - ~ ~ ~ FNGER PIE STRUCTURES (32' X 154') ' b r ~ ' ~ ~ 71E-UP AREA „ W (IYP.) 103 FNGER PIER k h
G. PROPOSED SHIPSTORE/ CUIBHOUSE y ~ ~ ' s'~ ' ' < p Cn 5 0' ~ 15 )3,p' k 5 z
ro5aaati~.a:s„~~~ =O ~ 0.5' v J v bf w Vv1 a ~ ~ + 0 h
H. VEHICLUAR PARKING:57 SPACES Q' ~ y ~ ~'°-s.' ,PY p ~ ~ ~ ` ~ , ~ y K ~ s ,t. 1 ~A~ 1.\PS - • 36.5' , h~ 36.5' 6.0'X36° ti ~
, ~ . as 4 .r u b ~ .'i " ~ 3 Y, . s LIMITS OF N ~ ;.y', ..4 ~ ~ SSA GIAr k t ~ ~ Ra ~ t~~ g k a FINGER PIER 6.0' ~
1 " ° ,'a a , n b v, ~ - DISTURBANCE : ~ < " , : ; ~ " ' r, R 'S ' g. ' ~ / Y r . b r Y, ~ b , b ~ l ..a ~ ..'pA; : f il~ ~ / , ~f~~t,.. ai k
b ,y 'r ~o• -rrob~m•ww rr _ b ~}r 'k 1 ~ .f .a~:.;t-' ° ~l• `t, ,~~I ~(J~p,nn v, e ~b H , a _ ,y~•a' .'~''Je A'' " - ~ i ~4~i.17" UIl1f 0 n,, p0
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, b r t, w r, .10 ,'y,.. ,,'i .re. .9. ,n.~ 0 A..v 9~ vaa .,a> as»a ~F~` ~..a t'.i. ® : h,,Y , our oa SrgBgy ~ h ~ ~k Nry
t, a.y . ~ e~ a v v i < , ~ t y ~ t i. x , n b u x ~'t ~.,y '
r\ ~ ~ r , b p ~ b w a ~ W C . ~2 ® ko u gash„~ a ,va>•a - ~ Q~ o" e ~
o ro pr m +s rv s u b > a a b a \ r' IPS '~'rm ~ P t}~• N ~ ~ S, . Y. .3 v s . a a a. a :P s , a ~ .~~rr'// N 15 d ~ . , ei'\ ? ® ~
Q 4((~~ ~y/~~ ~LIMIT~' OF D4ST~URBANCE* TO RUN°rC01NG~IDENT w ro ~ ~ , ~ ~ ~ a a b ~ ~tr ~ w a ~ ~ ~ ® ~.~~:.,°c /'N^ !@Y9.'1~2.~' 1,~ ~ N O a'c~ ' ~ k 4 2.~ a ~ .
O WITt~ .y+~~AIJDyL1~E:.~NO, ~,Flq.17l,ST~IR~INC~, .Y v ~ a ~ ~ , ~ b a :r ~ h a w n ® N 0 ~
a ° WITHIN trWETLAND.> WITHOUT• PERMIT.y a a s• ° % a - a b e' ' v .r .Y at r r 'R, h =m v cr v , ~ .f: e ~e v' F 4 f. Y •.v v . ® ~ 8N O
a - b C i - $ d % 4 @ 2 a G - r' t a ro n a C• f~ ; B, t ,Y .r Y b b v W y a~ Y M1.l - b e r a n n'~ a ® f ' re 'W `r .ro ry er i; w :r v y W C ,b W b 'N a w e V n n ~ n r. ? > w 'I ~ FlSH CLEANING STA FlSH CIEANING STA110N ~ ® ~ s ~ M Z
,,.rv~>,...,b,,,~-.,~l,,.~ Y,>+~ ~.<.wb F',sa~~ab I,-~., - r y a r w e, a w •r b o w a a x v w u m w a~ .y d m' a s 5' b a b w t ' r x w m a ao n o w a a •r tr e .n a •x a a ~ v a a a f ,"'a . ,f v u w , o . . ro e k
® • ~1„ ~Y ~@' h• a ~T 8 6 W C fi ? b Y ~ a ra . 4, _ a b d b a ' : ~y as b ro ~ B t ~ ~ _ bWACKWAYa5~ADIN'G a t ~ II' ~ ® : (y 4 8 d b Fi d W 7r tl I W 'in V 3 v a 4 , , 4 v , YI i a G , S 2 a v f 9' f~ `lH..a: 10 b a W 4 8 O V ,Y t , L s* b 6/ V' 3.5'X25° 12. -
° ` a . ` , ° L ,rv ° a " @ ~ W ' a ' n b ' ~l,-~~. ~ a 3~ N;~a •e ro ` ~ a w " . a e ` ~.SECT10~Iar 40,4 IdETLANDS:a " x_, Y. ® PROPOSED t. ~ b w Y. e rv ~ @ . n . a old hori~onta~ EXI577NG (8 FT WIDE PROPOSED WOOD WALKWAY FINGER PIER (8 FT WIDE) 1293 LN,FT. ~
w Y, v a kw . y,~`, v ~ ~ w , ~y`',etl~ye r~ 16$~r~~ nib '~,"w1',342bSQ,FTx°(~O:Q,3~AC,' p' ~k+ 11.) t> ~ ~ ~ b ~ t,l~Q~rad,y.Q~+b ~ a ; , ~ WOOD a¢. v arb•tr > a' as 4,> ,a arfi aaxR \ 4 ~ oV~ , a : a e , 6.0'X28' FJ(ISi1NG PILES
tr ~ ,rv v ar ~ vv - ~ ()'lldfir'/~/`~tJ/~(.~ p : ro a w o v s tr a a a v v m '.r a >i'®'_•Y,~ a ~l.f~fiEf~ 1~~ *t s et b a a a. o b m b ~ . ro v ?~7' c~ , , a s a a v v SN/ p,T .a. , a° a s v w u .::s „ a ,s a t. v , a ~s o~ - . b.' , Y .r N, b M ,r Y 5 fr S Y 9 6' 3' a V' I p C . 2.5'X18' FNGER PIER TO BE REMOVED O FNGER PIER (TYp) ~
. , s .Y w a /js>rQ OpoS[~ a ru o y w a o r s e® " L v a O k J+ a % 4r ~ r , . a v r ° 4 w < 'b b S M 6 M 'M R~' v v v v v ,Y ,y ~".r `"b ~x ~ ~ b "a b`Y. ~b ` a ~cC ~ .;e• .~A vwoop~ ,rv'a\~ - , „ a ~ ~~"w b Y. ,
,r :r a a m e', c• .v b m o e a v r: a a a s n x a .a 4 w - v ~ c n ~ • b RkIN6 HONS " ALKWAY, ' w '6 '°~i ~ ~ / ss b a ~ c a v ? .rv a b a a a a r. ti >i , t. - b~ z b a SILT •FENCE~ a F ' „ w ~ a Y ro a ON PILES ~ , a a a a- b u ~ ° " r~, 9r ,Y •v n b y :r r tr d a er w v 'y v% e n .b 4 a b 7tt ? 0 4 n v 'P b S -'4• ~ f ° o 13.0' a
, ,v , e , 1Y353 LF 6 a, w 'o- f o . m r o a m . v' / ! ' w 14J q t5 _ G k, a e w ,r +5 x 5 5T 'l b ~ Y" 5 V v 4r y w ~ , 4 b % , n ti 4" C ~ t ~ ~ ~ ~ ~ y; ~ k 366 LN.~; rz 8°X18' O
` ' „ ~ . a b @ b ro „ „ ~ w K ~ ~ PROPOSED - ' b a. ~ , t ~ I k t a~ v w a .a w v- a ~ r ~ 4 a+ x b ~ w 6 n n . w , ~ v n~ v a' a w ~ b v v .v c , w ro ~ o 'J g S$~ h, A ° ~ d E a~~ `0 ' ~ ~ p~F FNGER PIER t
b b - v ' ~y a5 a Y ,It rye e• 46 0~ . „ tip' ,,rv°< 4 a~,tr ~,aa ~a .Gryo ,s, ,Y~a a,~va"a va ' , v ~ v, SHIPSTORE/ a , ro ~ ~ , 0 4 ae abaa ~a° aY, a a3rv a UBHOUSE ~ btraaa aaa, , `''3~~,p~ X30 0 w r a ,rs . , . n y „ s v .5 y > c., . a ro a, a v a s a s r a a. r. a a ,a a a. y CL a„ f o a „B ro ` ~ a '7 f ~ /
w n ~ a t T t, a b ro ~ t b ~ a ~ a tr a , b d, b a b a ~ aT ~ (PILE SUPPORTED} a. ~ <,~/ro ~r oh ~ I~ > f , « P .y a 'k w P - d' Wr v 6' @ r t c +4 r . a a a C ~ '9' '4 Rr it rr t- a ~~~//~y ((~~f, 1 r n. ~ . ~ ° r ° ~ cr 13.p~
.T e. e' y ~ {e b 4 t• ~f y •k t 4 d v ~ d w ,b b y Y 3 v S y. N L4n.tQT~F~ O bpi i~~ y r • I 1 , r. d+ L tr a v ,u v w y U w n .y 5 a M a " b b E, v i. b ~ ,a K S b W 'V r J ,.q ( ~ r t e~ b a a a 95 ~ e' p •a . b tr ro REQUIRED ° Y• r ti ~ w a ° ~r®,,, ` ~ ) 0 ~
H ,a ,R V b J Pan f q'Y F t b L P v a A 'r b a V a f' Fv a Y ro w~ Y h v .i: b > Wr ,,a> a sb v~ •1 8 y~ 0 'a r> ~ a• w c a as m n a n a :tr b ~.,aa m v ro a a u= m t rr a v a ya~a~wam, a a m m o ~ 1 aa~a• a® ~ b` { ~td '~E ~ ' ~ d~ ~
9, Y t' 3, a• 4 tl 4 2i a Lt .B, +h -3 *S q' 6 •Y s d h 9 b =Y W a $ S b' 3 N 'b M I` ' . ~ ~ ~ ~ . ~ r L ' ~ ACCESS e, .rv.,= , B b ~ b PADDLE VESSEL k k ~a n w a ,aw re ron e :rv ro ".v rv e b- r a ,~rv ba b r ro a van ro w w' a• t i a n a~ a• ~j k •t ' T A~ q 1 a 5 ~
` y~ ~ . ` w w . w ~ x• ~ , ~ „ , a ~'a ~ - b ~ . b , ~a p. ~ a. w b ~ ° ,@ ~ b y ,,r r e w'r~r ° Y `p 1A" T1E-UP AREA 12. USE EXISTING b r' ~ ~ b Y• u . J .y Y. b P _ y ~ y ~ b . ~ „ b w PILES fRQM k „ ~ .ro . , y i, : g e, ~ ,x a a z rv rr a s d a k h~ n`~ ' I : ~ " ~ ~ ° EXISTING PIER ° v"
b ~ ~ 4 aY r b b b ~ w a E. a a a a a b a m, tr ~ a ~ ' a, ` a ~ " a a , 3 5'X25' ` ~ h PREVIOS PIER ~1 a a n Y" ro a a~ , "n er re v , € a , s, > ~ a s a, ro w v , a , , a A v •r s a s v n a , t y „ , , 3 r a. y :r. , b w n , ~ WHERE AVAILABLE 3.5'x25' k k ~ ~ ,C1~~ , ~ ~ ~ Q z ~ o ALIGNMENT (TO BE
::y 'p' '@ n t . H Y 5> b - b G ' 9r 4 • ~ ~ \ `I Fl rx 4' V 6' w,' u r; y t~ sr a a r. v ro e v 1 Y' cu ,,Y .r ej t~ Q. r : '0~ N A' J' +r v 4 r4 v L Y N W x v b w 9 v 4 v . P V - w +G 4: w r v^ v +Y Y Y, V m~ k ABLE FNGER PIER ' ° ' ` ~ ° ~ h~~ ~ ~ ' ~ _ r t'~I~: , , ~ ~w, .o, o ~ RE BUILT/REPAIRED ~
y~~,.r~~Y/ A ~ 1...,, ~ ®r7 TYP.1 a'k .a Y 4 A "x H tit' e F W' 3 V A d' N a 'r^ 6 'Y W { '8 W,. b •b v'r V V - l ~ T~~ P~~ I ' i_ Y ~ 5 d n '"G01 YL ~ u ~ov> v. w ' ry N ° w : s., ,r n a0, v s ~ \1 9~f. Obi - 0 x a. V ty =h „ & ~ v, p e , s yr r v m n tim ro W - e w TYP. ~ ) s.o'X2s' ~ ° tr a~'.3f ~ m E•;~ IN SAME FOOTPRINT
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hn~,a ar p , r V p,. ~ a. E~ E. W y a a v r < 4 > a P r: v, w 4 ~ b 4 ? vv 'x e~ v G a ,r w ,S v. /E/ ~ i t,. . O' ar a~ r sp, ®,P° ..v e' wv e' a u' v e ~d. es w e ~ s r'r . ~ ~ v w n a • , ~ ; ° k EXISTING PILES m
g y a e• o v„ q k ~S e „5 & ~ ro* L,: ~ 4 'd N N @ 4~ a ' S b L: r ro a a e ,v a YV °R ar a , , , _ O N 'pV r e.. i. 'i, v tit i• tr a r, rr !`r 5 b a L s: .n . V S a ; \..r. ~ ' \ l T„ _ . v • ry ro TO BE REMOVED n ~ ~ - ~5i
9. Y x <g rr .ir {s 4. ..r v 4. v ~ a , n b b EXISi1NG PEIR - `"1~ ~ n, a, r t, „@ „ : r _ :198.20.:, ~ , y ~ k ~ ~ ~ 0 0 211 W~ (rn'~) N MOORING AND SLIP
•e n Y w y. • ' & PILES TO BE ~ o r r . .a ' ,r w ,a , , REMOVED o ~ o ~ ~ P/~R DESIGN BY: © ~ o k #4
t, e N War 141.33 ;z 0 2. ~ h e . r-A
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. i~EG01mID Ih~RF2AnON. • . ~ ' FIPdGER PIER • LEGS , , . r, ~ . 1NGER PIER ~ 3.5'X25, k 12.>' k>>~.~.a~ fV1 A R I N ~ TYP } r~ '~FtNGER PIER ' . ~ ~ ,
B£~N5IR2Y~YET7J ' N o ° a• ~:-r~ . . , . , ,
N Oi O ' ' k , ~~n ~ 6.0 { ( ~ - ~ ElCCEPTIONAL BY DE$ION ° k o . _ ~ ~ FNGER PIER ~ ~
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.r.. N ;1J• ~ EXISTING SEC110N 404 WETLAND ~ ' . ..:.:.,,c',.'., . ~t ' „s ~ k
k N : ~>K15TI~1G:5~N17 aifO~L•~ ` . N ~ ^ ' , 343 ~
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• ~ 3.5X25 FINGER PIER ° ~ ANDnPILES I TO BE Q~ it ~ ~ ~ J O COMMISSION N0.
EXISTING EASEMENTS , )
. ' , 6.0'X26' ~ ~ ~ ~ p ~ DES1(,TVE4 BY BDR P
PROPOSED OPEN SLOTTED DECKING FNGER PIER ~ ,
k k ~ DRAWN BY k BDR TS
t O~ ~ 1 1 ~j ~ ~~r CiHECI~D BY
I PROPOSED IMPERVIOUS AREA WITHIN ~ ' ZONE 1 & ZONE 2 BUFFERS ~ ' ~ BRR
GRAP . . HIC SCALE , ~ BEFORE YOU DIG ! TI ISSUE DAtE
~ © PROPOSED MORING PILING 12 DIAMETER + k 6/22/10
k k NOTE: - SHEET N0.
_ EXISTING MORING PILING (TO BE REMOVED) , , 'a.<. ~ ~ • ' CALL TOLL FREE k THE DATA GIVEN 4N THESE PiANS IS BEGEVED TO.13E_ ACCURATE, _BUT-THE _ACCURACY IS NOT
J, i FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
I'( WAKANTEE0 THE CONTRACTOR IS RESPONSIBLE AND DIMENSIONS OF THE EXISTING UTILITIES f d
EXISTING PIER/PILES TO BE REMOVED IN FEET ~ J 1 inch = 40 ft. 1-800-632-4949 PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER
25 NORTH CAROLINA NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
EX. WATER DEPTH BASED ON N.W.L. P NE CALL NOTICE TO PROCEED.
a OF 2 SHEETS
B y~ DEG ~o~~~9rua~f~A PLOT SCALE: 1:60

END VIEW SIDE VIEW a
t3j J SYP nEaiNG EXPLODER sYP nELxgG EXPLUDED
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END VIEW sYP necxD+G srP nELKmG Pr&TAH~'cA'm SIDE VIEW WOOD PILINGS NOTE: LAND ELEVA110N VARIES
ASSEMBLED zx>o HArmus vaxwaY FRAI£ zxio HArmmG ASSEMBLED vz• 1HRU aznnc WOOD PILE TYP.
r-.,.A r----I . PRfFAERICARE? F6AtFiCNE CLIPS ~~i 3 ~ I I
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DESIGN BY LSI MARIN 31GN BY LSI MARINE CONTRACTORS ~ *STRUCTURAL DESIGN BY OTHERS ~
EXCEPTIONAL BY DESIGN *STRUCTURAL DES11 CTURAL DESIGN BY OTHERS ~ w
118 Portrrotch WDy + Wilmington NC., 28412 + 910-395-9345 WwW'.BOUndmorin6.com t~
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1/2" HD GALVANIZED (2) 2" x 10' 4/q" x 6" IPE' Z" x 6" CROSS MEMBER 3/8" HD GALVANIZED TNRU BOLTS TNRU eons BANDwc DECrcwG
2' x 6" rRAMiNG 3.0'
1/2" HD GALVANIZED TNRU 90LTS ° • ° NWL 0.0 NWt 0.0'
I 3" x 5" x 1/4" HD GALVANIZED i 6 ANGLE BRACKET I i ~ /
~ ` ! I _ - 3.5' z
3/8" 304 STAINLESS STEEL FASTENER (6-8 PER FLOAT) THERIAO vncuuM FORMED HIGH DENSItt 0
PDLYETNYIENE ENCASED POLYST/RENE SUBSTRATE w
CLEAT DETAIL (MINIMUM DENSnY i.2L8/FT3) SCALE: 3/8" = 1'-0° s : B° HD GALVANrzED q'_D• eY
DOCK ELEVATION/SECTION ANGtE BRACKET (ttPICAL) WITH i/2' TNRU BOLTING 3" x 5" HD GALVANIZED 3" x 3" HD GALVANIZED
ANGLE BRACKET (TYPICAL) ANGLE BRACKET (ttPICAI) 2' x 6" FRAMIN (ttP1CA1) WfTH i/2" 7HRU BOLTING i6'-D'
3'-0" 3'-0" 3'-0" 3'-D" 3'-D"
HD GALVANIZ 4'-D'
PItE GUIDE
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4'-0' Z" x 6" FRAMING
EXTERIOR PILE GUIDE DETAIL (z) r x 1D° aANDwc {Tmlcu) 4
SCALE: 3/8" = 1'-0" 1
- 3" x 5" HD GALVANIZED 3' x 3" Hp GALVANIZED ANGLE BRACKET (TYPICAL) ANGLE BRACKET (TY!MICAL) 4'-0" *STRUCTURAL DESIGN BY OTHERS ~
WTTH 1 J2" THRU BOL1iN0 WITH 1/2' TNRU BOLTING NTS z
~KC sB HD GALVANIZED PROPOSED 13' PROP LE AACKLT (TVPICU) FlNGER PIER PROPOSED 8' OSED 18' )SED 18'
3" x 3" HD GALVANIZm O WITH 1 jz' THRU BOLTING - DOCK FlNGER PiER ANGLE BRACKET (TYPICAL) 2 PIER Q
R WnH i/2" THRU BOLTING 2" x 6" FRAAfING (TYPICAL) as.a 3s. Z 36. ' O
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z° x s" FRAMING SCALE: i/4" = 1'-0"
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INTERIOR PILE GUIDE DETAIL GENERAL NOTES DOUBLE 2" x 6" STRINGERS 3.U0 SCALE: 3 8 = 1 -O i LNE LOADS: FLOA¶NG PIERS, DOCKS, FINGERS - q0 LBS PER S0. FT. OR 400 CONCEMFATFD d z
MlN. LOAD ON ANY AREA 2 m. 50. THE DOCK SHAH N07 HAVE MORE THAN Slx DEGREES RLT FROM THE S 210 FRAMING AND BAN HORIZOMAL UNDER A UNIFORM LNE LOAD OF ONE-PULE OF THE PIER WIDTH OR UNDER CONCENiFATED DING PLAN
LOAD.OF 606 LBS APPL'ED TO ONE SIDE DESIGN RANGE -DOCKS 8' TO 12' ANO FlNf~R PIERS 2 i/2' TO S' WIDE IN 18' INCREYENIS 2 DEAD LOADS: THE WBGFR OF THE COMPONENT PAi?T5 OF 7Hg SIRUCNRE A$ WEll pS RAMPS, DOCK
BOXES, Uf1LIfIES, BOARDING SR7)S, AND mHQt APPLICABLE DOCK ACCESSORIES ARE USm IK 7HE f 5" x B" ND GALVANIZED DESIGN OF THE DOCK SYSTEM, s.ao'
ANGLE BRACKET (1YPICALj ~ - W, m (Y 3 FLOATATION: WILL BE DESIGNED TO 6UPPORT 1HE UFAO LOPD PLUS 4D IBS UYE LOAD APPLIED TO THE 'i~ ~Z" E°-'~""" -_IE W(iH iJ2" TNRU BOLTING ENRRE AREt OF iHf DOCK SURFACE. ~ I~
4 UNDER DE40 LOADS, FLOARNG DOCKS WILL HAVE A MINIMUM OF ~I I I'-- `~-IF- A. 16` FRE®OARD Wml 12" FLOATATION
0. I6' FREEEOARD WITri 16' FLOATATION - - I._~~. :..t:~..-- I._-._ - ~ C. 20' FREEBOARD WI1H t6" FLOATARON ExCEPTIONAL ®v CE91pN --~-"--..._~e.:x-(_•. ~ I-'- -
2" x 6" FRAMI 5 CHAPTER 36 Of NC SPATE BUILDING CODE 2006 EDmON AND/OR ALL APPLICABLE REOUIRm COMPLIANCES. "`L"L`T ^=j-~~,;~,..L.I~~'~~'"°'^"I"""- no wentrn ra' • uAeym rc, mAtx • elo-an.uAB 6 ALL LUMBER PRESSIRiE TREATED SOUTHERN YELLOW PINE, GRADE #2 OR BEiIER, MINIMUM REn:NTION 0.60
EPA APPROVED WATERAOANE PAEBERVATTVE CHAOMATED COPPER ARSENATE (CCA) APPO® IN THE STPNDARDS OF THE AMERICAN WOOD PRESERVER'S ASSOCIATION. ® ~
FRAME CONNECTION DETAIL 7 ALL ANGLES AND PLATES - H07 DIPPED GALVANQEp. FASTENERS -STAINLESS STEEL„ SCALE: 3/4" = 1'-0° *STRUCTURAL D
ESIGN BY OTHERS NTS BY OTHERS y o
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AT I T O
BY SOUND MARINE
N.T.S.
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51P Joists Cleat (2} 2x i 0 S1P Banding WOOD PIER
DRY STACK BOAT STORAGE Q
N RE-INFORCED PILES C7
Z
L3x3x8~16 Galvanized 13x5x3 i6 Galvanrze - 1 d Steel 8raeket Steel Bracket SHORELINE Q
I/2"Galvanized Thru Bolts EXISTING BULKHEAD
2x8 511'
Cross members CONCRETE RAMP
CONCRETE z 3/8'k I -314' ~ CONCRETE BOAT DROP
5.5. tags M
~ 0 1.3~ SLOPE C~IMISSION N0. _ P07119
.~P ~ _ Iq ~"mod. ` oE~cN® BY ~ ~ . ~ 9DR
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OTHERS ;1 n ~
52I I 0 DO F=, CIC 5Y 5TE ) M t `i Flotation • i I ~ CHECKED BY ~ ~ ; ` ~ ~l ~i CDR
Thermo Vacuum Formed Hlgh Density ~ ISSUE DATE
Polyethylene Encased Polystyrene t B ~ /'p F T S!,F,~Fr1TE , (Minimum Density 1.2LB/Pf3) DOI~I\ 1.1\055 ~LC I I~~ ~x€ 6/22/10
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I CROSS-SECIION
DRAWING FILE: P071 I 9-MARINA PLOT SCALE: 1:60
*STRUCTURAL DESIGN BY OTHERS NTS OF 2 SHEETS