20041379 Ver 1_Complete File_20050214

Permit Class Permit Number
NEW 23-05
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
IV%
for
X Major Development in an Area of Environmental (fdtefn`, ?f 5
pursuant to NCGS 113A-118
DENR - Vii: >:. 7y
Waft N MD STG??4,-; 'E I j , 3RMIC?a
X Excavation and/or filling pursuant to NCGS 113-229
Issued to River Bend Marina, c/o Berit Peck, 336 Shoreside Drive, Cape Carteret, NC 28584
Authorizing development in Craven County at adj. to Plantation Canal, off of the Trent
River, Town of River Bend , as requested in the permittee's application dated 3/25/03 (MP-16/6/04 (MP-2?
MP-3), 7/16/04 (MP-4), and 12/22/03 (MP-6), incl. attached drawings (2), 1 of 2 dated revised 2/5/04 & 2 of 2 dated revised 3/25/04
This permit, issued on February 14, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Marina Redevelopment and Expansion
1) Prior to the occupancy of any new or renovated slips authorized under this permit, a marine pumpout
sewage disposal facility shall be installed, operable, and maintained for the life of the marina.
2) The marina facility shall display a sign showing the location of the on-site pumpout facility, including
other appropriate waste disposal information, at the entrance to each main pier.
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the marina facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the pem- ttee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.

This permit must be accessible on-site to Department
personnel when the project is inspected for compliance. /1......
' ChaF es S. Jones, Director
Any maintenance work or project modification not covered /Di
f Coastal Mana
ement
ision
g
v
o
hereunder requires further Division approval.
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
December 31, 2008
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee
Permit Class Permit
NEW 23-0
STATE OF NOR'T'H CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission

r
40 17?2
for

15
X Major Development in an Area of Environmental (Fkbtefmc_s 'I,",[
pursuant to NCGS I I3A-118
WEILAMDSANDSTGb'e,,s?? i3RANCk DENR
X Excavation and/or filling pursuant to NCGS 113-229
Issued to River Bend Marina, c/o Berit Peck, 336 Shoreside Drive, Cape Carteret, NC 28584
Authorizing development in Craven County at adi. to Plantation Canal, off of the Trent
River, Town of River Bend , as requested in the permittee's application dated 3/25/03 (MP-1); 6/6/04 (MP-2
MP-3), 7/16/04 (MP-4), and 12/22/03 (MP-6), incl. attached drawings (2), 1 of 2 dated revised 2/5/04 & 2 of 2 dated revised 3/25/04
This permit, issued on February 14, 2005 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Marina Redevelopment and Expansion
1) Prior to the occupancy of any new or renovated slips authorized under this permit, a marine pumpout
sewage disposal facility shall be installed, operable, and maintained for the life of the marina.
2) The marina facility shall display a sign showing the location of the on-site pumpout facility, including
other appropriate waste disposal information, at the entrance to each main pier.
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the marina facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
ChaF es S. Jones, Director
Any maintenance work or project modification not covered Division of Coastal Management
hereunder requires further Division approval.
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
December 31, 2008
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee
River Bend Marina
ADDITIONAL CONDITIONS
Permit #23-05
Page 2 of 4
4) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, shall become a permanent part of this marina facility without permit modification.
No non-water dependent uses of structures shall be conducted on, in or over Public Trust waters without
permit modification.
5) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
6) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
7) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he/she abandons the
permitted activity without having it transferred to a third party.
8) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
9) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
10) This permit authorizes a maximum of 102 boat slips.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.
Boat Ramp
11) During the construction of the expanded boat ramp, protective measures shall be undertaken to ensure
that live concrete does not contact waters of the State or waters that will enter waters of the State.
12) All materials resulting from the demolition of the old recreational facility building shall be properly
disposed of at an approved upland disposal site.
Upland Development
13) This permit authorizes only those upland development activities that are specifically referenced in the
attached permit application and workplan drawings. Any proposed alterations to the approved upland
development plan shall require additional authorization from the Division.
River Bend Marina
ADDITIONAL CONDITIONS
Shoreline Stabilization
Permit #23-05
Page 3 of 4
14) The alignment of the authorized bulkhead shall be staked by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction. Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction.
15) The bulkhead shall not extend waterward more than 2 feet from the normal water level at any point
along its alignment at the time of construction.
.16), The bulkhead shall be constructed prior to any backfilling activities.
17) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
18) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles or.
other suitable materials approved by department personnel. No excavation is permitted except for that
which may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This
permit does not authorize any excavation waterward of the approved alignment.
19) The fill material shall be clean and free of any pollutants except in trace quantities.
20): All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Stormwater Management
21) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW7040820,
which was issued on 2/8/05. Any violation of the permit approved by the DWQ shall be considered a
violation of this CAMA permit.
Erosion & Sedimentation Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required, this
plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity.
Submit this plan to the Department of Environment and Natural Resources, Land Quality
Section, A) 943 Washington Square Mall, Washington, NC 27889.
22) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading.
River Bend Marina Permit #23-05
Page 4 of 4
ADDITIONAL CONDITIONS
23) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
24) The permitted activity shall be conducted in such a manner as to prevent a significant increase in
turbidity outside of the area of construction or construction-related discharge. Increases such that the
turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant.
General
25) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
26) This permit does not authorize the excavation or filling of any vegetated wetlands.
27) This permit does not authorize the excavation of any open water area.
28) Prior to construction of any portion of the fuel dispensing system, the permittee shall obtain any and all
required approvals for such facilities.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Any development or land disturbing activity that is considered non-water dependent is not
authorized within 50 feet of the normal high water level unless specifically exempted by
Environmental Management Commission (EMC) Neuse River buffer regulations in place at the
time of such development. Contact the Division of Water Quality at 252-946-6481 prior to the
commencement of any such activity to determine additional permit requirements.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3351 (DWQ Project No. 041379), which was issued on 9/22/04.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
No. 3 (COE Action Id. No. 200411793), which was issued on 9/28/04.
0? W A'I f 9 Michael F. Easley, Governor
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` r North Carolina Department of Environment and Natural Resources
--I
.? Alan W. Klimek, P.E. Director
Division of Water Quality
September 22, 2004
DWQ Project # 04-1379
Craven County
Ms. Berit Peck
336 Shoreside Drive
Cape Carteret, NC, 28584
Subject Property: Town of Riverbend, on Marina Drive at Shoreline Drive
Re-develop/expand the River Bend marina docks
Approval of 401 Water Quality Certification (GC3351) with Additional Conditions
Dear Ms. Peck:
You have our approval, in accordance with the attached conditions, to fill or otherwise impact 1.52 acres
of non-vegetated wetlands and coastal shoreline to redevelop/expand the River Bend Marina docks,
construct a bulkhead, expand the boatramp and redevelop the `high ground at the referenced property as
described in your application received by the Division of WateI?Quality (DWQ) Wetlands/401 Unit on
August 23, 2004. After reviewing your application, we have determined that the Division of Water
Quality (DWQ) General Water Quality Certification Number 33 l covers these water impacts. This
Certification allows you to General Permit No. 198000291 when issued by the US Army Corps of
Engineers (USAGE). In addition, you should get or otherwise comply with any other federal, state and
local requirements before you go ahead with your project including (but not limited to) erosion and
sediment control regulations, Coastal Stormwater and CAMA. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application shall expire
upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved - Plan Location or Reference
(Units)
Stream N/A (feet)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650,-
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/nowetiands

o Carolina
NOe
Ntura!!rf
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Ms. Berit Peck
Page 2 of 2
September 22, 2004
404/LAMA Wetlands 1.52 (acres) DCM Field Investigation Report
Waters N/A (acres)
Buffers N/A (square ft.)
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project must comply with all of the conditions of General Water Quality
Certification (GC) 3351.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing.. You must act?within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
AWKlcbk
Enclosures: GC 3351
Certification of Completion
Sincerely,
I
Alan W. Klimek, P.E.
cc: Doug Huggett, DCM
USAGE Washington Regulatory Field Office
DWQ Washington Regional Office,
File Copy
Central Files
William C. Raybon, 6300 Cardinal Drive, New Bern, NC, 28560
Filename: 041379Peck(Craven)401
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WQ Supervisor: Jim Mulligan
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Berit Peck
Project Number 04 1379
Recvd From DCM
Received Date 8/23/04 Recvd By Region
Project Type bulkhead, boat ramp expansion, parking
County Craven
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
,9!A Waters PT-@) N F- 27-101-(31 SB SwNSW 30.411. 0.79 ?-
c??astnl-sh OO T O N ?? ?_F_F__30,41 L 0.72
P-770 N F_F_F_F_F_F__1?
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue w/cond: Coastal strmwater permit required...>30% imp
cc: Regional Office
Central Office Page Number 1
rY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
August 20, 2004
MEMORANDUM: WETLANDS 1401 G
RdUF
TO: John R. Dorney
Environmental Biological Supervisor AUG 2 3 200¢
Division of Water Quality MATER QUALITY
sECrioN
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Ms. Berit Peck
®41379
Project Location: Craven County, in the Town of Riverbend, on Marina Drive at Shoreline Drive,
adjacent to the Plantation Canal off the Trent River.
Proposed Project: Proposes to re-develop/expand the River Bend marina docks, construct 500' of
bulkhead, expand the boatramp and re-develop the high ground including
construction of a new ship store, asphalt drive and parking.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by September 9, 2004. If you have any questions regarding the proposed project, please contact
Stephen Lane 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
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
0411379

C
Development Type FEE DCM % DWQ %
14300 1601435100093 1625 6253 24300 1602 435100095 2341)
1. Private, non-commercial
development that does not involve $250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
It. Public or commercial development
that does not involve the filling or $400 100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, 8, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
111(3): For public or commercial
deveiopment, if General water Quality $.400 100%(S400) 0% (SO)
Certification No.3301 (see attached)
can be applied:

III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60%($240) 40% (5160)
written DWQ concurrence is needed ?t
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 60% (S240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%($285) 40% (3190)
than one acre of wetlands and/or
open water areas:
D
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Ms. Berit Peck
2. LOCATION OF PROJECT SITE: Craven Co., in the Town of River Bend, on Marina Drive at
Shoreline Drive, adjacent to the Plantation Canal off the Trent River
Photo Index - 2000: 72-835 (indexed by E,F - 1,2,3) 1995: 72-797 (indexed by E,F - 5,6,7)
State Plane Coordinates - X: 2,560,000 Y: 492,400
3. INVESTIGATION TYPE: CAMA and Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Numerous
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete - July 19, 2004
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven Co.
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CS, EW and PTA
(C) Water Dependent: docks, bulkhead and boatramp - yes; building, asphalt drive and parking - no
(D) Intended Use: Commercial
(E) Wastewater Treatment: Craven Co. - Municipal sewer collection system
Planned - Same
(F) Type of Structures: Existing - Gravel drive, docks, boatramp and building
Planned - Docks, bulkhead, building, boatramp expansion & office bldg.
(G) Estimated Annual Rate of Erosion: None
Source: Site visit
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 90 ft2 boatramp 33,444 ft2 usurped
Estuarine Waters and Public Trust expansion and by dock footprint
Areas of Plantation Canal 1,000 ft2 for of which 10,472
bulkhead ft2 would be
shaded
(C) Other 31,552 ft2 graded
Coastal Shoreline of which 6,115 ft2
is impervious CS
(D) Total Area Disturbed: 66,086 ft`
(E) Primary Nursery Area: No
(F) Water Classification: C Sw NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to redevelop/expand the River Bend Marina docks,
construct 500' of bulkhead, expand the boatramp and redevelop the high ground including construction
of a new ship's store, asphalt drive and parking.
FIELD INVESTIGATION REPORT:
BERIT PECK/CRAVEN COUNTY
PAGE #2
-------------------------------
9. NARRATIVE DESCRIPTION
Project Setting
The applicant owns the 2.2-acre tract of land known as the River Bend Marina, off Marina
Drive at Shoreline Drive, on Plantation Canal, in the Town of River Bend, Craven County, North
Carolina. The property is a corner tract of land adjacent to Plantation Canal and Channel Run
Canal, both man-altered systems. The property has approximately 500' of shoreline abutting
Channel Run Canal. The current marina has some 80 slips based on a fixed dock that extends 136
feet out into Plantation Canal along the southeast side of the property and which extends southwest
for approximately 408'. The docking facility actually extends out in front of the Pier Pointe
Property Owners Association property (a condominium complex). The docks extend some 160'
out into the water of the 202' to 214' wide Plantation Canal. It is my understanding that the
marina and condominium complex were developed by the same owner in phases. There is an
existing asphalt drive that leads to a 28'-wide boatramp out into Channel Run Canal along with a
6' wide dock that runs north for some 120'. Several small derelict piers extend out into the canal
along this stretch of shoreline. There is also a graveled parking and two-story 3,277 ftZ building
on the site. A wooden walkway leads from the building to the water where there is a derelict
bulkhead. There is very little vegetation on the tract except for a few trees along the shoreline.
Channel Run Canal is approximately 169' in width at its narrowest point along this stretch of
canal. Water depths along the outside of the Plantation Canal docks are -6.5' below NWL while
water depths inside the docks average -3.5' to -4'. The water depths along the docks on Channel
Run Canal are between -2.5 to -5' below NWL. There are no wetlands on the site and the
adjacent waters are classified as SC Sw NSW and are closed to shellfishing. There were no SAVs
observed at the site and the area is not a designated Primary Nursery Area.
Project Description
The applicant proposes to redevelop/expand the River Bend Marina by replacing the old
fixed docks with pre-fab floating docks creating 78 slips and by adding 400 linear foot of fixed
docks (in two sections) along Channel Run Canal, creating another 24 small boat slips. The
applicant also proposes to install/replace 500' linear feet of bulkhead at a distance of 2' waterward
of the NWL, to demolish the old "Oar House" recreational facility, to build a new 28' tall 50' X
100' "Ships Store" and snack area with a 12' X 46' deck, and to widen the existing 28'-wide
boatramp to 34' in width. The existing gravel drives are proposed to be resurfaced with asphalt
and a new 6' X 38' concrete walkway is proposed to be constructed waterward of the new
building. A 4'-wide wooden walkway would lead from the building to the boatramp. The
application indicates some 39 asphalt parking places. The 8'X 540' "L" shaped floating dock
along Plantation Canal would be installed within the same footprint as the old docks. There would
be forty-one 4' X 20' finger piers creating the 78 slips along this dock. The 8' X 175' fixed dock
north of the boatramp includes six 4' X 20' finger piers delineating 10 slips and includes an 8' X
40' platform with pumpout facility and signage. The 8' X 205' fixed dock to the south of the
boatramp would include eight 4' X 20' finger piers delineating 14 additional slips. A total of 102
slips would be created by the development.
INVESTIGATION REPORT:
BERIT PECK/CRAVEN COUNTY
PAGE ##3
Anticipated Impacts
As proposed, the rebuilt floating docks and new fixed docks would usurp approximately
33,444 ft2 of Public Trust Waters with approximately 10,472 ft2 of that amount being shaded. The
demolition of the old "Oar House", the grading and resurfacing of the gravel drives and parking
would disturb another 24,052 ft2 of high ground. The percent imperviousness of the tract within
75' of the NWL would be approximately 16% or 6,115 ft. This would include the asphalt drive
to the boatramp, a section of the parking area, the boatramp itself, the concrete walkway, and a
concrete slab for the dumpster. It appears that the "Oar House" deck, walkways, and part of the
asphalt drive encroach slightly into Zone 2 of the Neuse River Basin buffer rules. Approximately
90 ft2 of shallow Estuarine Waters would be lost as a result of the widening of the boatramp with
another 1,000 ft2 lost with the construction of the 500' linear foot of bulkhead. Approximately
7,500 ft2 of high ground within the Coastal Shoreline would be disturbed as a result of the
installation of the tie-backs for the bulkhead. Some trees along the shoreline would be removed
during bulkhead cnstruction. The floating docks along Plantation Canal would usurp less of a
footprint than the existing fixed docks - but would extend out the same distance some 3/4 the
width of the canal. The fixed docks along Channel Run Canal would extend some 1 /6 the width
of the canal. There would be some minor increases in turbidity during the construction of the
docks. A makeshift coffer dam would be constructed to ensure that no raw concrete reaches the
open water during construction. According to the application, stormwater issues would be treated
using the "Best Management Practices" (BMPs).
Stephen Lane - Morehead City - August 20, 2004
v_:
Form DCM-MP-1
APPLICATION*
(To be completed by all applicants)
b. City, t!qowa, community or landmark
.,irn T1 GA/J? NiC•
1. APPLICANT
a. Landowner:
Name 49 k"'r PFGK
Address 3 StIiw-' D? ?"
City GAPE GA.PTE,P?T State
Zip -gngg z4 Day Phone Z52-393-' 7b0?
Fax ZSZ
b. Authorized Agent:
Name l'%`l L ;?"" C • RA Y,Boh/
Address la ,P <!!A Ze6Z TJ.P/?
City W State ti• G?
c. Street address or secondary road number .
,r??/?vA DRI ?FpJrL/NE ky--
d. Is proposed work within city limits or planning
jurisdiction? _ ;/ Yes No
e. Name of body of water nearest project (e.g. river,.
AV-
creek, sound, bay) 7W4MI 1 ALA A-
rl4w CgNAL .
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
,??rL ^4? ,?UGKL/E-f1D5. /NSTALC iS(EI?
FLol1T/NG DG??S ?, ,U?iyIOG/SN ??/5T ?-
`'pA,2HovsF 'PEPMCA !?/Till N16W
RU/G D/n/G e0";>5A?E GoG AY7_ bv?/-
Zip Zg560 Day Phone 757 - 6385320
Fax 2.sz-133-0 _-457
c. Project name (if any) ???& SEND MJ?'elN9
vpG,Pq7A-
,V07-E.- Permit will be inued in name of larOowner(i), and/or
project none.
2. LOCATION OF PROPOSED
PROJECT
a. County 6RAYF42
b. is the proposed activity maintenance of an existing
project, new work, or both? 807H!
C. Will the project be for public, private or commercial
use? Gor»oVERG/AL
d. Give a brief description of purpose, use, methods
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Mas 1-11,01 r 1114' B?
Q,EE PA B r-1 0 A rin/G
?(/?[ 63E ?EPGAG/Gn /15/nE; ST/+/?DAPQ-
LYJ??? ?CPriiN?i6??T ?
??/GG tJC Kc,?cs+ca? w' • ? evkzv2
d hi n/ 10
A?F1D BdAT CAMP 8B WI DENEzO
6 cT.
Form DC14-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract •1?-7..?
b. Size of individual lot(s) /
C. Approximate elevation of tract above MI-IW or
NWL
d. Soil type(s) and texture(s) of tract No1??
AZe
e. Vegetation on tract 7 [?J?
f. Man-made features now on tract
i c ll lac ; CGVB
g. What is the CAMA Land Use plan land
classification of the site? (Conr+? , local land we Pte )
O r T 3 0 2003
in, Describe existing wastewater treatment faLcilities.?
------------
s ys7?
n. Describe location and type of discharges to waters
of the state. (For example, surface iunoff, saa+y
u?/d? ?Sl?
o F ? TF B Rim
. SyuP,? WAT?Q
yNG?hL??7 PION APO??6D r-vie0
o. Describe existing drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
Conservation -Transitional •
Developed -Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? .,k_ Yes No
Gann eern care, ij appii bt<1
(Ariach coning rn,,T? fi
j. Has a professional archaeological assess Mont been
done for the tract? Yes _
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property.
Yes _ _ No
1. Are there wetlands on the site? _ Yes X . No
Coastal (marsh) _- Other
If yes, has a delineation been conducted?
(A=ch doc u?On, if a.? Iable)
A copy of the deed (with state application only) or
other instrument under which the applicant Claims tide
to the affected properties. If the applicant is not
claiming to. be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings.) drawn to scale in black
ink on an 8 112' by IV white paper. (Refer to
Coastal Resources Cotninisslon Rule 7].0203 for a
detailed description.)
please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location
sufficieis a part of ntly detailed to
requirements and it m
guide agency personnel unfamiliar with the area to the
Form DCh1411P-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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. Upon signing this forth, the applicant
further certifies that such notice has been provided.
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity-Complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a mariner consistent with such program.
Name P,R R F!'/NT bwNes A9G1A77,poa INe. I certify that I am authorized to grant, and do in fact,
Address 36 P/E?'f'OJ^?? ??'? $?DNE?Baa'l grant permission to representatives of state and federal -
Phone Z- 66'62 Z57- 633 - 7963 review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name ermit application and follow-up monitoring of the
Address
Phone
P
proj ect.

Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
/Vo t K?'dGJ1?
• A check made payable
Environment, Health,
(DEHNR) to cover the
application.
to the Department of
and Natural Resources
costs of processing the
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
•• A statement or compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 25 day of MA,eo , ' 7n?-3
Print Name lN?G?/s+n? C' iE'A fBo? G??/T
Signature
tRndowner or Authort;ed Agent
Please indicate attachments pertaining to your proposed
project.
?1B DCM MP-2 Excavation and Fill Information
? DCM MP-3 Upland Development
DCM MP-4 Structures Information
&A-1 DCM MP-5 Bridges and Culverts
, DCM M2-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
RIVERBEND MARINA UPGRADE
NARK AnVE V
In general this project is to renovate the existing structures. The existing marina
boat slips are to be removed and replaced with floating docks. The existing access
driveways will be asphalt paved. Stormwater will be treated wing the "Best
Management Practices" (MV).
The bulkheads are currently in very poor condition and will be replaced.
Replacement of the bulkheads will necessitate the removal of a few trees at the water's
edge near the existing boat-ramp. Trees will be planted in accordance with the Town
Ordinance.
The existing boat-ramp will be rel-xired and widened to 34 feet to allow two boats
to launch or load.
The existing building, formerly known as the "Oar House," served as a
recreational facility for twenty years. It was constructed in June of 1982. It currently
needs extensive repair and will be replaced.
At present the total area, "footprint," for the existing marina docks (to be
removed) is 24,670 ftz. The area of the new floating docks, "footprint," is 21,714 1
The area of the new slips along the fi•ont of the existing Oar House would be
9,236 fl. The new docks, as proposexi, would be constructed within the area, which is
now occupied by the existing piles and finger 'piers. (i.e. as/the areas given above the
new docks will occupy 2,956 ?2 less area.)
The new bulk-heading will be approydntately 500 f3. in length. Some trees will be
removed where necessary to place new bulk-heading. The amount of soil to be disturbed
would be minimal, dependant upon the type of tic; backs used.
The Oar House will be replaced with a building that will be a one story structure
with a "Ships Store" and snack area.
The existing Oar House is presently encroaching on the buffer zone by
approximately 15 ft (1125 ft2). The new building will be located such that it will not
encroach on the buffer zone.
The above construction will disturb an acre and Oerefore a Soil Erosion Plan will
be submitted. Parking will be provided along all interior roads. Total parking spaces are
approximately 55.
William C. Raybon, PE
SEAL
11 08 f
31219* 4
RAYBON ENGINEERING PA
Civil-Environmental-Marine
P.O. Box 15009
New Bern, NC 28561
(252) Pager 636.8566 Digital (00161. M. -4 T? TES TyA/DALCL ,, GAIVA
/u1o,2£?A? c /TY, N. G,
'J'B 2 `D 3't3 iztlY iZ.PS?ID MARI t`LA VP1sRp4z1*
SHEET NO. ' OF
CALCULATED BY )OR DATE G110104
CHECKED BY DATE
SCALE
JUN 1 5 2004
Mo,ehead City DCM
A$ R E ¢'?ESTT?-7? 8Y 7-EL-C-014 77NE F01_1.0 1A/G !i?FORM?Tio?
,2. FOR?r/ TxM /"/?'? ???//5E-? Tv 51fo1?0 /r/ cc (6? ??,YES Fo?P P?ATFD.P/?l
7?OC,? S wlzl- ,8 E ?? Gv qTr.?/? ?n/o W/L Z. 11-A ?,E A =4 6Edo4eD
t F / " 4 A.ID A- D P qr-r a F 2 /Ncs/
X(/ W NG W Z4 BE CDi?STRJCEO AV177N A
,F74 GY0,e ?L liA7'"/vn/ OF AN AEL 451, of Z5. I ro f T
Ar 77? Z, Z-,
CAMP w/DES/tip tN/G L B? CoWSTR&k--T y „co•?sr,?ra?r?o?/ of
I'Ve vE/./ ,?k'MS POI?,PJn/G of
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/"//?v//!'J/?E ?15T1?2SA/?C? Gar/VE.(? BC717Z-,W? 01F C4GY>41A1(57
T.V.__'fGUC.<tT/c5?
kVI'71l 5?L h+;.5 13AGA;r 74 15.44.e 510.96E 1VZF-D AoW PGi4V6R fWATZ-7,4Z
'?6,A CW) ..&U& Y G ?CGE?.PANC? (?t//L'L ?E/yJ ./Ns
1?/T// TWA DG ?S 4oo FT /Av -LZ VL-;,T?/j P?o?G? 7,?gF.?lc W/GL
$v? KftFA?D - /s7vi?8?6?`/ct o,= :?--/ of sG OPE k1/Z4 BE MV•1,1,1ky41-
5.//?C wE W g4xk/V.44 o W/2 i &t (2 )ter. Gvs?r?.?t/ARZ' . ;
1 F 7a/ NF`D ANy. AD.D/noNgL >niFo?1??7?C?M P?tRS _ CAGE
)7?,4A, ? Xd4?c,,
. - MAY-28-2004 FRI 02;18 FM NO•DIV OF COASTAL MGMNT FAX NO, 4
Form DCi ENI-P-Z
F 'X CAV
AND (Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Lorin 1)Ctt-iF'-l, 11e sure to complete aI
other se:tions of the Joint application that relate to thi;
proposed project.
L EXCA.VATIO\('
P. 01 '
JUN 15 2004
Morehead orehead City CM
Describe Below the PUrPose of proposed excavation oc
Fill aaiviuGs. All values to be given in f&et,
t.c!!;;!11 err l(tr l
Averi4e
Eiii(tnn
D"pth
k lrinj
rmj) -Ct
Dep0%
Acces,
ch2nncl
(tiil.«? or (,`WL.)
Canal
1:3oat
basic.
rsoat
ram",
&X ft'%stv'N
Rock
groin
Rock.
brcakwat-r
Odi,2r
(?.ccivdi 6
S? orctln,
3ubik:1:i011)
I. Arrount of rnaterW to be excavated from talc,
Ml1K' or NVrL lrt cubic vards - /VA
l?. Type of tnateriat to be excavated ._d!A
c, DO?S the area to be excavated include coasrt
wetl;us (marsh), submerge aquatic vegetatio
(SAVs) or odIler weda-ids? __ Yes No
.', Hit;haroun,d excavation in cubic yaids ?. ?
x
SAL Or EXCAN?ATED
2', MSPOp MATERIAL
a. Location of dicpo;il a. ea j!:?.,&l_SITF '&o.,le
,GPLA????£ . BrJ???,-
b. I)irnensi?ns ofdispo;a' 2•ey er?y, ,,3pXlbo?
a6°P"Wx 7SyW
s oFsofli/sr?9?Criq/•
c. Do you claim title to di posa! area?
Yes NO
If no, attacl' a letter Pruting permission from Gate
Owner, ?.
d. Will a disposal are:, be available for future
maintenance? __2L yes Na
1; ycs, wil re? „QdL S/ ---
MY-28-2u04 FRI 02:18 FM NO-DIV OF COASTAL MGMNT
Form DCN1-M'P-2
e,' Uocs the disposal arel include any coastal wetands
(marsh), SAVs or other wetlands?
Yes __X_ No
f. Does the disposal include any area in the water?
-___ Yes ._-.X.... No
3. SHORELINE STAKLIZATION
a. Type of shoreline, stabilization
_ ... Ilulkl:cad Riprap
b. Len"th So U 7-
Average distance wntcrward r)f b411W or NWL .
c -
d. Maximum distance waterward of MHW or i NYL
S1t?reiin? erosion during, prece.lino 12 montl's
(S?urc: of i? forrn.:ri..r.) O,d3?°?Zv.+?970?/ ._ ..
f. '1)TO of bulkhead or riprap inatcrial Nom..-__
ft. Aniount of fill in cubic yards to be placed below
V'1;wr level
(1) Riprap
(2) Bulkho, I ackFil! 7 YoS? , __ __
I., T)-pe of fill material s?e4 -
i. Source of fill t:tateri:il L0e,gL_g4zy.0 / w
4. UTJII:It Y rr,L ,AC"I'IVZr'r?:S
(l::xcluditng Shoreline StabM7Ati0!1)
a. 14'i!i fail ru:uari3l be brou;ht to site?
Yes _ No
FAX 40, 4 P. 02
JUN 1 5 2004
If yes,
water
(2) birn"ioas of fi;l area
(3) Purpose of fill _
b. Will fill material be placed in coastal wedan
(inarsh), SAVs or other wetlands?
Yes X„ No
If yes,
(1) Diinensions of fill area
(2) Purpose of fill ?, -
5. GEINERAL
Z. HOW ti1:111 excavate;? or fill material be kept on sib
a!'J erosion controlled? „ping, p, V?W
b. 1Vhat t)-pe of construction equipm.nt will be us-
(for example, dramglina, backhoe, or hydra.-Ai
d rcdge)?
t . Wt11 w'etlandJ be cr ?ssett in tru.sporting equip mr ,l
to project site? --- Yes _C „ No
If yes, explain sUps that will be taken to lesse,
environ.menud irlpacts.
AppU=::t or rrojnt ttitme
S'-,1utt:rti
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.
a. Type and number of buildings, facilities, units or
structures proposed
t- 61409 G <:
it
JUN Y 5 2004
Morehead Ci
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
GbNNZGT rO 12/VeXA6440 C5&22*J?7
b. Number of lots or parcels
c. Density (give the number of residential units and the
units per acre) /V0Al
d. Size of area to be graded, filled or disturbed
including roads, itches, etc.
?5:? rw
/CRC- D.2I .gLPG)
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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes _ CX No
If yes, date submitte:i
j. Have the facilities described in Item i. above
received state or local approval? ?!'-l5 EX?sriN
(Attach appropriate documentation) o w#44'14 / -
k; Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
RaAl-e2_;S T 46,gvES 5?7-.E B y x3r2.4 7-
.?'AMP fklO ALoyly $y?.t'N??ADS- X a 4v7W.US
FLow c t1575 tv/LG NoT eV.4N6E F,01e 7W/5
P,Qzec-7'
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
QoMMU.v,ry
m. Will water be impounded? -Yes ? No
If yes, how many acres'7
f. List the. materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
/l1R L ..- /ZPffA-LT -f- ougv y-&A2
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 5 °-
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? NA
Eg BENo MRRINA UPz;RADfs
Applicant or Project Name
Signature
9126/03 .6 k, 54
Date
Revised 03/95
FROM :WILLIAM RAYBON PE
Form DCM-MP-d
FAX NO. :2526330315 Jul. 16 2004 10:13AM P1
FAx W7- 3330
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for LAMA MaJor
Permit, Form DCM-MP-1. Be sure to complete 1111
other sections of the Joint Application which relate to
this proposed project.
a, pock(s) and/or Pier(s)
(1) X. Commercial _CommunityPrivate
(2) Number 3
(3) Length 5 z4 . ' • 4/8
(4) Width T 8.
(5) Finger Piers Yes No
(i) Number A?
(ii) Length 20
(iii) Width ? -5-5 '
Platform(s) es NO
(1) Number
(11) Length
(iii) Width
(7) Number of slips proposed !O`ff'
(8) Proximity of structure to adjacent riparian
property lines _ ^35 'r r.
(9) Width of water body M- oP.z
(10) Water depth at waterward end of pier at
MLW or NWL ¢ Ira 4,' .4ila,
b. Boathouse (including covered sifts)
(1) A/,6 Commercial Nh Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number N•A
(2) .Length(s).
d. Breakwater (e.g. w6od, sheetpile, etc.)
(1) Length h(A- -
(2) Average distance from MHW, NWL or
wetlands NA
(3) Maximum distance beyond MHW, NWL or
wetlands
J?J? 1 n 2004
Morehead City DCM
e. Moorin# buoys HO 7' AA0414 Al
(1) && Commercial Conununl&' Ah Private
(2) Number N
(3) Description of buoy
(Color, inscriptig size, anchor, etc.)
(4) Width of water body
(S) Distance buoy(s) to be placed beyond
shoreline N/A
f. Mooring structure (boatliR, nworiing pilings, etc.)
(1) _ Commercial Community _ Private
(2) Number
(3) Length N
11 I
(4) Width
g. Other (Give convO-so desoVsian)
? Z a? ??&5 0 ,5 Do<,e TRAMP
'elilz.F a..ND /YJA.c'/NA 4/1'1KZ%62r
Applicant or Project Name
aature
71161,114
Date
Rcvtscd 03/95
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
- Commercial Public Residential
b. Will the marina be open to the general public?
_ X Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
howman are currently developed?
Check all of the types of services to be provided.
Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X_ Dockage ("wet slips") only
Number of slips o 2
Dry storage
Number of boats
vw-bNL- Boat ramp(s)
Other (describe)
Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
Other (describe)
0 C T 3 0 2003
g. Typical boat length 20
h. Maximum boat length TO
is Are any floating structures planned?
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
)(.._ Office toilets
7_ Toilets for patrons
Number _2.0 0,-&-A-
Location ? ' t !P s Sa oi-?' Q.-
Showers
X Boat holding tank pumpout
Type and location o N D Oai< ® NOR rN ZNb
NEAR 5 W PS 57,PrE - Pur'!P rQ L /Fr :5T'A rZo
40 WNL'p BY G/:ry
b. Describe treatment type and disposal location for all
sanitary wastewater. C?
c. Describe the disposal of solid waste, fish offal and
trash disposal. K30 N?
d. How will overboard discharge of sewage from boats
be controlled? IJor.A--
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats mixed
types). w f'6 rr - Srv+A\ r e.
Give the location and number of "No Sewage
Discharge" signs proposed. 3 oN Q dok?S
Revised 03/95
Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum produce.
g. Where will residue from vessel maintenance be
.rr PFtP _ iBt?'
disposed of ? yE??
h. Give the number of channel markers and 'No
Wake' signs proposed. 99
1. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. v L
oiFi?F v?erN ? c? ?,etiNA•
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. ?? 4
k. What will be the marina policy on overnight and
live-board dockage? _ /Vo /.j VA
1. Is the proposed marina located near any shellfish
leases? -Yes _Z- No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currendy provided?
ADd/i?G TEL : P A01P -
36 M aN L SL /P
n. How many slips are now available? G
o. Is the marina proposed within a prinwy. c
secondary nursery area? __ Yes _2:L- No
P. Is the marina proposed within an area oNon t
shellfish harvesting? _ Yes ?-.
q. Give the location and number of Tumpoc,
Available' signs proposed. OHS
!j ?" .BE,?D AIAR/NA UfrsRA?
,&PPSMM or hgjed Dame
Si=_tun
2 z o .
Date
Revised CdM
1 ,
PIER POINTE r / /
r PHASE 4 rr / ~ / / \ ~
1 PROPERTY OWNERS ASSOC., INC. , ~ \ DB 1531, P 43 r / / v / ~
1 9 , ti \ PC F, Slide 154A er / ~ / \
it t~ i / ~ \ Or a ~ ` \
\ Flre br / ti / ~ r h~/ ~
Hydrant r ~ 21e.e HARBOUR TOWN D.I, INV 10.28 u , ~ r / \ 15PJRCP r `
RACQUET CLUB r / / DB 864, Pg 48 ~ 15"0 RCP D.I, II~lV 9.53 1
1 15 ~ CPI PROPOSED BULKHEAD 1 ~ ~ be 2' ATEA ARD `CHANNEL RUN
D.I, INV 10 82 ~ x -0.14 FR061 EXISRNC w SUBDI ISIO 15 ~ RCP 1 V N \ 1 1 \ ~C '
1 1 - / o~ ~ D.I.INV.10 6 ~ ~ ~ ~ ~c' 6•D
18 RCP 1 ~ ~ I ~ / ~ 1 I o /'1 1 ~ 1 ' (m 40.0 1 / ~ ~ u M e•rl
/ ~ I ) ncr e 0}ab INV 10.97 / ~ . / II I I 1 PROPOSED FUEL 1
~ 15 P~ RCP I ~7 sq ~ ~ DISPENSING
% \ I EQUIPMIENT & ' 1- D.I. N~G9. 2 I PUMP OUT i0 UFP STA. i o
~ ~ ~ 4 Llft St tl 1 I I ` ~
1 I I I~ D. B
I \ \ \ i' ~ 1 ass ' ~ \ ~ 1~ `1 ~ 111 ~ ~ - \ - 1 ~
~ ~ ~ - ~ ~ ~ 1 1 1 1 ~ 1
- ~ ~ ~ . ~ ~ ~ ~ \ 1. 1~ 1 x -5.2 x -6,27 Z 1
I , ~ ~ \ ~ o' I ~ 1 1 ~ \ , PROPOS I / 1 1 `
~ r \ 2D CO CRE N 1 ~ 11 D 1 i / r- I ~ \ 1 ~D 9 ~ ° ~
/ A~ I `1 \ 1 ,394 ~q I n 1 D.0 O ~ / ' e~`e _ ~ ` 1 \ w ~ 1 20.0 ~ Z /
pc ~ oa o c^ \ \ , 2a.z n
/ ~ ~ o ~ V A ~1 T ~ 1 ~ Z ~ /
/ \ ~ \ \ ~ ~ ~ 09 1 r \ \ ~ $ ~ \
1 \ \ \ ~ CONCRET -2.40 x -4.98 1 ~ ~ \ ~ ~ ~~LKIVArY ~
/ ~ \ ` 1 t y
~ \ 1 ROPOSE~' 1 ~ Concrete 962 sq ft Z 1 ~ ~6, 1 t
1 I 121° 50 1~~ r-. 1
~ / / ~ / ~a a- a. ~ 1 ~ µ.c / 1 ~ ~ 1
` i / 1 c 1 .3~ OC 2S yy PR OSED / / Z r I ~
1 \ J a' wooD / ~ \ ~ ~ \ • 1 \ / DI3TUf~E w LKWAY 1 r ` -6.40 C1
1 ~ - AH ~ I 4 7 °q ht / 1 ~ 20.0 ~ D 1 ~ N I 1 1 \ Z
1 ~ / X 1 1 ~ S °21.7 D I
1 \ J ~ ro 1 11 1 ~ ` ~ e ~ ~ x - 4( ~
1 I ~~,bT'J I , \ 1 mp ,40.2 1
_ - / 96 \ fir. , \ 1 ~ ~ 6 I . 1 ~ ,1 ~
` e 1` 0. 3.5
\ \ ~ ~ \ I I ° PROPOSE BULKHEAD \ ~ ~ 11 to be 2' R AR 1 . ~ I , TE w D
\ ~ ~ / A 1 , 11 FROG EXIS C
;`I S 1. 1 S 1, 1 ~ V Q I 1 1 e 1693
PIER POINTE ~ ~ X11 ~ PROPERTY OWNERS ASSOC., INC. \ 1~ x _ . 1
DB 1240, Pg 245 ppRrclr?~. ~pAcFS 9x2b TYP, 1 ~ I
\ \ 1 II
Pro ert I' II x .11 p Y 1 1 l NVI~, 95
Line Ical) \ D ' II YP h ~ I I x 4.94
t II 12"0 RCP fl ,
i ° I/ 1 ,,1
Y ~ i -6.72 65.D I
/ I ) I~ oa ~p i / ~ / //~/x EXt6TINC BULKHEAD
w w ~~i ~ BADLEY DEIERIORAT D
z ~ 1hi / _ c r tij m a ~ 4.
~ I ~ aai i~ n9~%• ~ / / W •~Wx ~ ~ /
>O ?1, O ~07 ~ ''JO/ ° x -6,16 D:K _1 W ]gym ~ oa ~ o mao i / ~p ti0
J O = N / I ~T/ °
a 4 a vi p / 6214 GANGWAY 124,2
a w a ~ ~ x -6. 20.0 D - 20.0 ~ / °
a / 1D.a to.o \~re /
0 -r--- 0 NWL ~J / °
C~ / -2.49 -10.0 ~ -10.0 ti~
i~h / x -3.87 ° /
PROPOSED 5ECTION B-6 / / x -a.ss °
/ 21a,a x _5.31
~ ~ -2.4a DOCK -A
\ / x -4.58 x -5.87 V / x -4.66 °
/ o \ /
Note: \ / ° °
This map not to be used for \ / x -3.97
/ ° Recording, Conveyances or Sales. \ °
/ \ / `,PV ° x -5.88 \
Deck Dimensions ~ Ramps Added by W.C. Raybon for ~ / GP ° / \
CAMA Info. / t1 ° / i. \ \ 0
/ / \ \ Digital Data Not provided by R.M. Chiles. ~ ~,P / / \ \
/ x -3,37 Q , as / \ \
Pro ert Owner Berlt Peck a~' / x -4.77 ° / \ P Y r~ ~ / /
Tax Parcel ID# 8-201-025 x -s.5a w~c~ / /
Deed Book 2006, Pa e 1040. ~ / x -3.1.! ° ~h / / g ,~,c~ / ° / HARBOUR WALK
Craven Country Register of Deeds. *~h / 4oo.s / / PROPERTY OWNERS ASSOC., INC. ~ ~ x -2.19 - o ° / / D8 980, Pg 579
x 4,21 / / Total Parcel Area = 96,458 sq ft / /
1° ° / /
~ Impervious Surface: (Within Parcel Boundary) 35~ 2D.o
° x -6.57 / / Asphalt Dnve ~ Ramp = 6,963 sq ft 2D2.z ° /
Drive = 7,848 sq ft x -5.66 ° 2o.a / / VICINITY MAP
Drive = 3,491 sq ft / /
Concrete Slab = 87 s ft / / q ° / /
Stone Walk = 12 I sq ft }4.6 / / Conc. Ramp = 962 sq ft f / / < /
I Story Frame 6ullding = 5,000 sq ft x -s,a9 /
Conc. Drive = 394 sq ft / /
° x -6. 7 x -3. / / Conc. Waik = 228 sq ft
8 0 / / SR f2?3 PsrKlny ~ak= 8377sgF~ ° /
PROPOSED IMPERVIOUS AREA = 34. TO % ~ DIRECTIONS TO SITE: ~ti~ 1 FROM NEW BERN, TURN LEFT ON 5~ ~
\ s SHORELINE DRIVE, TURN LEFT ON I ~ 06t` PROPOSED CONDITIONS MAP x -5.94 1 TO ~1ARINA DRIVE. 1 °NE
\ ~ 3 ~I~ ~x for BERIT PECK, OF RIVER BEND MARINA o~
L C+
.•(:c ~-SITE MAP DRAWN FROM INFORMATION OBTAINED FROM TOPOGRAPHIC SURVEY FOR BERIT +~Sr. ~p{}~~`=r,
~~Sh ,W i P~ REFERENCE: PECK AT RIVER BEND, PREPARED BY ROBERT M. CHILES, DATED 2-26-2003. ~ p ~ ' ;
~ 4(.SS~~, v5 yon ~ RIVER 6END, NUMBER EIGHT CRAVEN LINTY N A. A a U `~l
TOWNSHIP, CO ORTH C eOLIN ~ 5¢
MP SITE MAP: ~ SE 11 0 CO 0 RAYBON ENGINEERING ~ , a ~ HELIS - r a IIO~ ~ i ( RIVER
DATE: 07/23/2003 J06 N0. SUITT ,108 N0. 27 19 FIELD BOOK ~ p NBEtJ
i . CINE ~ ~ Wtlham C. Raybon GRAPHIC CALF i .P l ~o ~ S ~
. o, e,`` 1~ SoN~ Consulting Engineer (PE) 5a o' 25' Sa' 1DD ^o,, Qh9 C~, ~PC~
I (c~~~/. 03. 15.0 X03-25'O¢ t~~eMe'aa~t~# r ~ I~ P.O. Box 15009 f
REVISED 02-05 0 MODIFIED per DIVISION o li ~ ~ New Bern, NC 28561 Cn~~STAi MANAGEMENT I FTTFR DATED DECEMBER 12.
Pager 252-636-8566 ( IN US OURVDY FEED) q~" t
t. 2003. GENERAL UPDATE. Phone [phone] inch 50 i
2oF2

,
~ PIER POINTE ~ / / \
~ PHASE 4 ~ / / ~ ~ ~ PROPERTY OWNERS ASSOC., INC, i ~ / ~a / ~
DB 1531, P 43 ~ / ~
© ~ PC F, Slide t54A i ~ i 1 ~ ~ _ / m 1
~ fire h~ / 1
bb/ ,~o 218.8 UR TO ` Hydrant ~ , / ~ 1 HARBO WN D.I. INV 10.28
RACQUET CLUB ~ 15 (d RCP ~ / / ~ 1
OB 8s4, Pg 46 1 15"~ RCP D.I. IPVV 9.53 15"~ CPf~ 1 CHANNEL RUN
~ ~ ~ ~ SUBDIVISION 2 ''I 5"~ RCP 1 ,x -o.1a 1 D.I. INV 10 8 ~
\ , 1 ~ 1
D.I. INV 10 ~6 ~ ~ ' I ~ 1
„ / / ~ I I 1 18 P RCP ~l A v ~ ! ~ 1 I ~
' J I I ncr e Slab INV 10.97 1 I I ~7 s ~ ~
/ 15 ~ RCP 593 sq f budding \ q ~ 1 f1 1 1
I (to be re oved) D.I.1tN1G 9. 2 1 G~ ~ ~ Wood Walk (to be Removed) ~ ~ o ti 1 1 1 ~ ~ d Lift St ~ ~
\ : < i, i ~ 1 ~ \ ~ ~ Lrft < ~ 1 ~ ~ I I I o.99 ~
I - \ \ ~ ~ t 1' ~ \ 1\ ` 1 1 1 \ 1
I ~ ~ - , \ \ \J.ightl~ l ~ 1 11 ~
~ , , % ~ , ~ ~ \ ~ ~ 11 + \ Pamp 8x46 368 sq ft (to be P.emoved) 1 \ ~ 1~\ 1 \ ~ \ ~ ~ \ z 1
\ ~ A ~ ALP vas x -5.2 x -s.27 I ~ ~ \ ~ D
/ \ i ~ / 1
I \ ~ 9 ~ ~iN~~/,% 1 O / t r--- I 1 ~ \ I , ~ 1 Dock (to be Removed) z men \ 1 w ~`b ~ ~
Ease _ _ \ ~ \ 1. ~ o a 8x32 256 sq ft
pct , ~ \ ~ to e Walk ~ n s ~ 1 ~ \ \ 'J ~ tS i I + ,,a - i m+ Wood z /
. / . \ \ 73 ft ~ c~ y ` \ \ 1\ ~q \ I ~ \ 3 , ~ ~ Deck r + 1
~ \ \ \ \ \ ~ ~ 0~ 1 ( x -4.98 ~ ~ \ \ ~ x -2,40 C~ 1
i
1 \ i+ ~ 1 / ~ ~ ~ `I \ / ~ Concrete 962 sq ft Z ~ \ 1 1 Wood ~ / z 1
1 ~ ~ ~ ~ ~ ke I / / Y No bulkhead here m 1 / ~ Walk / a r
1 / / / ~ ~ / ~ e 1 1 ~ / / .o / ~ ~ Wall ~
\ i \ 1 \J/ ~
1 \ / ' I °j / ~ \ P\ x -6.40 D 1 ` ~ / I / / \ m Z
~ , 1 I + / ~t v 1 1 ~ ~ ~ + s r
I ~ ~ ~ I ~ ~ 1 ~ r Je ~ ~ , x -3'41 Dock (to be Removed)
1 ~ I ~br~ I ~ ~ ~ . \ np
~ i ra\ I ~ G ~ s \ P5~ h~ ra ~ ` ~ ~ i 63 \ ~ \
- - / 6 9 ~ 1 \ ~ ~ e ~ ~ ` 1 x os
1 v 1;
\ I 1 \ \ , 1 1~
\ \ ~ s V 1 1 s 11 \ 9 ,1 1 1 1ss.3
PIER POINTE ~ \
PROPERTY OWNERS ASSOC., INC. ~ 1~ x -6.36
DB t240, Pg 245 1 \ II 1 ~ \ 1 I
~ I I x o.11 Property \ ~ I
NVI~,95 1 Lme ~r icai 1 D'I' II `I yp ) r I I x -4.94
' I II ° LJg~1t I 12 ~ RCP
/I ~ ~
~ 1 I I I x -6.72
/ ~ J I~
P / ~ / 0.04
w ~~i l z / _ J J ~ ~ ~ ti/ ,
~ Z a°~ o~~.
~ 9 w~ ~ .ti/ w 5 to ~ yo/ e x -6,18 m ~ ~o ~o i ~6
D C ~ V' ~ 0. / I '1~/
J J Z
d Q w VI /
Q C! W ~ ~ X -6. 20.0 RAD - 20.D ~ /
a / 10.o to.o r~ / h
- \CO) ~ -2.49
-10,0 -10,0 \yti /
/ x -3.87
/ x -4.96
EXISTING SECTION A-A C7? / 2,4.D I x -5.31 / o
0
m / o
~ ~ -2.40 ° 0 \ / x -4.58 ° x -5.87
x -4.56 0 \ /
Q / o \ / ° Piers, Forger P1ers Pdmgs
Note: \ / (To be Replaced)
This ma not to be used for / x -3.97 16 sf x 40 = 640sf P / ° °
Recordm , Conve antes or Sales. 9 Y / ~ °
\ / ~P o x -5.88 \ \ e
Deck Dimensions rr- P,amps Added by W.C. Raybon for \ / G ° / \
C MA Info. / Oa ° / ^ ~ \
/ P~ ° / / \ Digital Data Not provided by R.M. Chiles. / x _3.37 P~' as / ~
/ ~r~ / / \ ~ ~ \ /
Pro ert Owner Beat Peck ra / x -a.n ° / / p Y \,~r x -6.58 / /
Tax Parcel IDS 8-20 I -025 .0J / x -312 ° tO \hx, / /
Deed Book 2006, Page 1040. ~ / ° / / HARBOUR WALK ~ / PROPERTY OWNERS ASSOC., INC.
Craven Country P,egister of Deeds. / _ th / ~ ~ x 2.19 ° / / DB 980, Pg 579
x -4.21 ° / /
Total Parcel Area = 96,458 sq ft ~ ° / ° / / ° °
Impervious Surface: (Wrthm Parcel Boundary) ° x -s.57 / /
As halt Drive ~ P,am = 6,963 s ft 202.2 / p P q °
i = 7 ft x -5ss ° ° / / Gravel Drve ,848 sq / VICINITY MAP ° /
Gravel Drive = 3,491 sq ft Walkwa = 42,40sf / /
Buildin = 593 sq ft Y ° / / 9 /
Concrete Slab = 87 sq ft ° / /
Stone Walk = 173 sq ft / / Conc. P,am = 962 s ft z -6.49 ° / /
P q ° / / ° 2 Story Frame Budding = 3,277 sq ft X -s. 7 x -3. / /
o / / SR 1223
EXISTING IMPERVIOUS AREA = 24,25% ° / ( DIRECTIONS TO SITE: tit
° ~ 1 FROM NEW BERN, TURN LEFT ON SR ~M1 \ ~ SHORELINE DRIVE, TURN LEFT ON ~g6R
x -5.94 P TO MARINA DRIVE. II ~E
CONDITIONS MAP \ /a 'L c
for BERIT PECK, OF RIVER BEND MARINA +~++~u ,?,,~~rr
H ~~RQ, ;`°<< SITE
MAP DRAWN FROIvI INFORMATION OBTAINED FROM TOPOGRAPHIC SURVEY FOR BERIT ~po,o P~ E.SSk?, ~ AT RIVER BEND PREPARED BY ROBERT M. CHILES, DATED 2-26-2003. WEi~IAND~ld01 ~RdUF ~ ~'~0~ . , a` ~
P,EFERENCE; PECK Y. a c~, ~ ~5 \,yo
P,IVER BEND NUMBER EIGHT CRAVEN COUNTY NORTH CAROLINA ry ~ : ~ y~ > TOWNSHIP, ~ 8 ~ AUG 2 3 2004 a o
COMPOSITE MAP: P~AYBON ENGINEEP~ING 108 ~ o y~, HEMS RAVER - o,°£ o" Q~ s° ( BEN
DATE: O7I23I2OO3 JOB N0. SUITT JOB No. 27 19 FIELD BOOK i .,NCI(@E°~~' $ WATER QUALITY C~v ryp~ I ~ l ~g a~
SECTIpN ~cn Q` o° a William C. Raybon RAPHIC GALE Per' qM C• R ~o s~ a
Q 9 ~ a desO M,iC00~a PG~SpN Consulting Engineer (PE) 50' o' 25' So' 1oD' ~ ~o s
< P.O. Box 15009 REVISED 02-05-04: MODIFIED per DIVISION of
New Bern, NC 28561 E BEP\ 12
COASTAL MANAGEMENT LETTER DATED DEC M E
a er252-636-8566 IN U~ ~URVEY FDDT) G1, ~ P g ( ~nn~ r_Fr,IF~nI I IPnATF
1 inch = 60 ft. Phone [phone]
op