20021010 Ver 1_COMPLETE FILE_20020625

?NA1 F9 Michael F. Easley, Governor
`0 ?i William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
p .? Alan W. Klimek, P.E. Director
Division of Water Quality
August 11, 2006
DWQ Project # 02-1010
Craven County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Ms. Susan J. Nelson
Harborside 17 Partners, LLC
5950 Hazeltine National Drive, Suite 515
Orlando, FL 32822
Subject Property: Rhonda Meldau - B Street Enterprises, LLC
Neuse River [030410,27-(118), SA, HQW, NSW]
APPROVAL OF REQUEST FOR TRANSFER OF 401 WATER QUALITY CERTIFICATION
Dear Sir or Madam:
On July 30, 2002, the Division of Water Quality (DWQ) issued approval of a 401 Water Quality Certification to
Rhonda Meldau - B Street Enterprises, LLC, to dredge 0.678 acres non-vegetated wetlands - river bottom, fill
0.0236 acres non-vegetated wetlands - river bottom, shade 1.22 acres non-vegetated wetlands - river bottom, and
usurp 11.7 acres non-vegetated wetlands - river bottom, in order to redevelop a commercial marina at the B Street
Marina in Craven County, as described in the application dated April 20, 2002, and received by the DWQ on June
25, 2002.
On August 7, 2006, the DWQ received a request from Ms. Susan J. Nelson of Harborside 17 Partners, LLC,
requesting the 401 Water Quality Certification issued to Rhonda Meldau - B Street Enterprises, LLC, be transferred
to Harborside 17 Partners, LLC, who purchased the property on July 21, 2006. This request is hereby granted
effective this day, August 11, 2006.
This letter only addresses the granting of approval of a request for transfer of 401 Water Quality Certification from
Rhonda Meldau - B Street Enterprises, LLC, to Harborside 17 Partners, LLC, and does not authorize any additional
impacts to wetlands, waters or protected buffers, other than those authorized in the 401 Water Quality Certification
referenced above. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions
regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ jm
cc: Kyle Barnes, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Filename: 021010FrankAndRhondaMeldau(Craven)Transfer_Of 401
lina
aro
401 Oversight/Express Review Permitting Unit Ct A(r j
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Harborside 17 Partners, LLC
5950 Hazeltine National Drive, Suite 515, Orlando, Florida 32822 Tel. 407.855.271 1 / Fax [phone]
August 4, 2006
Ms. Cyndi Karoly
NC Dept of Environment and Natural Resources
Division of Water Quality
2321 Crabtree Blvd
Raleigh, NC 27604
RE: DWQ#02-1010 - Approval of 401 Water Quality Certification
Dear Ms. Karoly:
Per your request and our previous conversation, please accept this letter as formal request to
transfer and reissue the 401 Water Quality Certification originally issued to B Street Enterprises,
LLC on July 30, 2002.
Harborside 17 Partners, LLC purchased this land on July 21, 2006. We request that the
Certification be transferred and reissued to Harborside 17 Partners, LLC. It is my understanding
that the expiration date of this Certification will be 12/31/07, which is the expiration date of the
CAMA Permit #42-04.
Should you require any additional information, please don't hesitate to contact me. Your
assistance is appreciated.
Sincerely,
HARBORSIDE 17 PARTNERS, LLC
4LO--
Susan J. Nels
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July 30, 2002
DWQ# 02-1010
Craven County
Rhoda Meldau
B Street Enterprises, LLC
1101 B. Street
New Bern, NC, 28560
APPROVAL of 401 Water Quality Certification
Dear Ms. Meldau:
You have our approval, in accordance with the attached conditions, to place fill in and dredge 0.70 acre and to usurp 12.93 acres
of non-vegetated wetlands in order to redevelop a commercial marina at the B Street Marina in Craven County, as described in your
application received by the Division of Water Quality on June 25, 2002. After reviewing your application, we have determined that this fill
is covered by General Water Quality Certification Number 3371, which can be downloaded from our web site at
http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when it Is issued by the NC Division of
Coastal Management. In addition, you should get any other federal, state or local permits before you go ahead with your project including
(but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, 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 conforming to Chapter 150B of the North
Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 Tom Steffens or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
inc el ,
Klimek,
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
021010
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Q 0 210 1 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director
June 20, 2002
MEMORANDUM
TO: John Domey
Division of Water Quality, Wetlands/401 Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA PERMIT APPLICATION REVIEW
APPLICANT: Frank and Rhoda Meldau
William G. Ross Jr., Secretary
-wV1.L,J Ai, , ; 1 07TY-r"_
Si .
PROJECT LOCATION: Craven County, at 1101 B Street, off of Highway 70 on the Neuse
River in Bridgeton, North Carolina.
PROPOSED PROJECT: Proposes to redevelop a commercial marina with a clubhouse, travel
lift, boatramp, parking area, and boat and fiberglass fabrication shop with proposed excavation
adjacent to the travel lift and boatramp.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 11, 2002. If you have any questions regarding the proposed project, please
contact Doug Huggett at [phone]. When appropriate, in-depth comments with supporting
data are requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are
incorporated.
This agency objects to the project for reasons described in the attached comments.
SIGNED
DATE
1638 Mail Service Center, Raleigh, North Carolina 28699-1638
Phone: [phone] FAX; 919-733-14951 Internet: http://dcm2.enr.state.nc,us
An Equal Opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DCM % DWQ %
Development Type FEE 14300 1601 435100093 1625 62531 (24300 1602 435100095 2341)
1. Private, noncommercial
development that does not involve 5250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%(S400) 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, B, C, or D
below applies:
III(A). For Private, non-commensal
development, If General water Quality 5250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
111(B): For public or commercial
development, 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 $400 60% (5240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to wdter
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached)
540??
60%(S240)
40% (S160)
can not be applied:
IV. For development that involves
,,tie filling and/or excavation of more $475 60°0 (5285) 40°0 ($190)
than one acre of wetlands and/or
open water areas:
021010
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Frank and Rhoda Meldau
PROJECT NAME: B Street Marina
2. LOCATION OF PROJECT SITE: Craven County at 1101 B Street, off of Highway 70 on the Neuse River
in Bridgeton, North Carolina
Photo Index - 2000: 73-938,N9,10-Q9,10 1995:73-808,J24,25-K24,25
State Plane Coordinates - X: 2,589,500 Y: 506,400
Askin Quadrangle Lower Left GPS File # M
3. INVESTIGATION TYPE: LAMA, D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 30 May 2002
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 13 June 2002
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Developed (Land), Conservation (Water)
(B) AEC(s) Involved: EW, PTA, CW, CS
(C) Water Dependent: YES
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned -None
(F) Type of Structures: Existing - Metal buildings, concrete pads, parking lot, piers, retaining wall,
part of travel lift.
Planned - Replace existing piers with floating, extend retaining wall, install
riprap, dockmaster building, clubhouse, wave attenuators, and two wooden
groins.
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER ? a C,
(A) Vegetated Wetlands 2-
V5?
(B) Non-Vegetated Wetlands 29,570 ftZ 1;030 ft 563,115 ft*'
River Bottom
0
C Usurped, of which
z
2
4 a?
?. O- 53,290 ft
f'
-
Shaded
(C) Other 39,000 ft`
Uplands Built upon &
graded
(D) Total Area Disturbed: 604,075 lt` 13.8 ac
(E) Primary Nursery Area: No
(F) Water Classification: SA HQW NSW Open: No
8. PROJECT SUMMARY: Applicant proposes to redevelop a commercial marina with a clubhouse, travel lift,
boatramp, parking area, and boat and fiberglass fabrication shop with proposed excavation adjacent to the
travel lift and boatramp.
B Street Marina
c/o Rhoda and Frank Meldau
Craven County
Project Setting
The applicant owns a 2.54-acre parcel of land adjacent to the Neuse River in Bridgeton, Craven
County, North Carolina. The property is located at 1101 B Street off of US Highway 70 on the west
side of Bridgeton. The site is the previously permitted Cypress Point Marina, which was permitted in
1995 after going through the SEPA process. The original marina included three 732' long piers with
slips for 202 vessels, and occupied approximately 5.5 acres of public trust waters.
The property is bordered on the north by the Norfolk and Southern Railroad trestle and right-of-way.
B Street, a two lane paved road, forms the eastern property line. A construction company owns the
property west of B Street, which is used for storage of equipment and vehicles used by the company.
The property to the south of the project area is a developed residential lot, vegetated with mixed
upland grasses, scattered pine trees and wildflowers. The shoreline of this lot has not been hardened.
The project property has a shoreline of 1,119 linear feet on the Neuse River. The high ground areas
are vegetated with a mix of upland grasses with scattered shrubby wax myrtles. There is a fringe of
delineated 404 Wetlands along the shoreline, and an existing retaining wall demarcates the
upland/wetland border. Coastal wetland species vegetate portions of the shoreline waterward of the
retaining wall and 404-wetland fringe. Coastal wetland species include Spartina patens and Juncus
roemerianus. The shoreline is a gently sloping sand bottom with no visible erosion problem.
Elevation of the property is 9 feet. The site contains a 40' by 100'metal building and 119' by 35'
concrete pad that were the site of some commercial activity in the past. There were bathhouse and
storage buildings on the site that have recently been removed. Railroad timbers delineate an existing
115' by 140'gravel parking area. Portions of piers designed to support a travel lift are waterward of
the retaining wall, approximately 60' from the northern property line. A concrete boatramp is located
between the travel lift piers. Four foot wide slatted wooden walkways line the landward side of an
existing retaining wall from the existing travel lift area to the southern property line. There are
several areas where the fill behind the retaining wall has washed out, and the north end of the wall
was not completed. Portions of the originally permitted docks remain, but are in poor condition.
There are approximately 84 fixed slips associated with the remaining dock structures. There are
scattered hunks of concrete approximately 10' waterward of the normal water level (NWL) on the
southern end of the project area. The existing marina structures extend 475 feet offshore and occupy
approximately 118,750 square feet of public trust waters. The piers and fingers shade 9,651 square
feet of river bottom. Water depths in the project area range from 1' at the shoreline to -10'NWL at
the most waterward point of the proposed work. There are areas of submerged aquatic vegetation
close to the shoreline adjacent to B and C Docks. The vegetation drops off quickly as water depth
increases, and extends approximately 10 feet waterward of the normal water level.
At this location, the Neuse River is classified SA HQW NSW by the Environmental Management
Commission. It is closed to shellfish, and is classified as a joint waterbody by the NC Wildlife
B Street Marina
Craven County
Page 2
Resources Commission and the NC Division of Marine Fisheries. The property is located in the
Neuse River Basin.
Project Description
The applicant proposes to upgrade and expand an existing marina facility and to construct a custom
fiberglass and boat manufacturing facility at their property. The project area would be expanded into
the adjacent lot, currently owned by Mr. Zack Taylor and leased to B Street Enterprises. They
propose to replace the existing fixed pier structures with floating docks, and to install wave
attenuators on the docks on the north, south, and west sides of the marina. The marina would consist
of four pier structures, and an independent floating wave attenuator. The pier widths are proposed
wider than 6' to create stability for the wave attenuators and to allow safe use by the public.
Dock A would be located 30' south of the Norfolk and Southern Railroad trestle and would be 1085'
long by 10' wide with a 12' by 124' L-head at the waterward end. Dock A and its associated
platform would be constructed to act as wave attenuators. Dock A would have seven 28' by 4' finger
piers, and fifteen 43' by 4' finger piers on its southern side, creating slips for 45 vessels. Water depth
is 9.5' at the waterward end of the proposed structure.
B Dock would be positioned 145' south of A Dock. It is proposed to be 752' long and 8' wide with a
10' by 96' T-head at the waterward end. It would have five 28' by 4' finger piers, six 33' by 4' finger
piers, eight 38' by 4' finger piers, and eighteen 43' by 4' finger piers, providing slips for 76 vessels.
Water depth at the end of the proposed T-head is 8.9'.
C Dock would be similar to B Dock, and would be positioned 160' south of B Dock. The total length
would be 598' with a width of 8'. A 10' by 104' T-head is proposed at the waterward end of the
structure. C Dock would have five 33' by 4' finger piers, four 38' by 4' finger piers, and eighteen 48'
by 4' finger piers. There would be 55 slips associated with C Dock. The water is 9.5' deep at the
waterward end of the proposed T-head.
D Dock and its associated platform would be constructed to act as wave attenuators, and would
provide protection to the south side of the marina area. It is proposed to be 678 ` long and 12' wide.
It would have a 12' by 148' L-head, with the L facing to the north. The applicant proposes to place
fuel pumps on the L platform. There are twelve finger piers proposed on D Dock, two 33' by 4', two
43' by 4', and eight 53' by 4', creating slips for 25 vessels. By DCM calculations, the total number
of slips on all four docks is 201. The three-slip difference in number of total slips from what the
applicant describes is based on differences in the definition of a slip. Water depth is 9.8' at the
waterward end of the proposed structure.
The applicants propose to conduct maintenance excavation in an area adjacent to the travel lift, and
to install a new boatramp on the southern portion of the project area using a clamshell excavator and
B Street Marina
Craven County
Page 3
barge. These activities would result in the excavation of 29,570 square feet of estuarine river bottom
that will be disposed of on the high ground portions of the property. If permitted, the 20' by 6' piers
for the travel lift will be repaired, and two 58' long wooden groins will be constructed to help keep
the newly excavated area open. The groins will be placed immediately adjacent to the travel lift. The
existing concrete boatramp under the travel lift will be removed during excavation.
There are scattered hunks of concrete approximately 10 feet waterward of the shoreline on the
southern potion of the tract. The applicant proposed to move those hunks to the approximate normal
water level, and to cover them with granite riprap. The riprap would be positioned 3 feet waterward
of the NWL. The riprap would extend from the southern end of the existing retaining wall to a point
20' south of where D Dock intersects the land. A 17' by 20' boatramp with an associated 3' by 30'
launch pier are proposed for the south side of the project area.
The new boatramp would be connected to the existing parking area by a 15' wide gravel drive. The
drive would also provide access to the proposed elevated fuel tanks on the property. The applicant
proposes to extend the 8' wide wooden boardwalk from the southern end of the existing retaining
wall to connect with the fixed portion of D Dock. The walkway would also be extended on the
northern side of the property from the landward end of B Dock to the landward end of A Dock. All
of the proposed additions to the boardwalk would be located within 50' of NWL. Two 4' wide
concrete tracks are proposed from the existing concrete pad to the travel lift piers. This would allow
easier movement of the travel lift. The existing electrical building would be moved and enlarged to
house a dockmaster's office. An addition is proposed on the metal building to house offices and
restroom facilities for the fiberglass fabrication operation. The inside of the existing building will be
remodeled to accommodate this commercial operation.
The largest portion of the proposed upland development involves the construction of a clubhouse
building. The clubhouse would be 4,000 square feet, with a 3,850 square foot wooden deck. The
clubhouse would contain showers, a snack bar, and ships store. The clubhouse would be connected
to the fiberglass facility, B Dock, and C Dock by 8' wide wooden walkways. An additional walkway
will form the western border of the parking area, and will extend from the parking area to the end of
the existing retaining wall. The clubhouse, deck, and addition to the existing metal building will be
outside the 50' EMC Neuse River Basin Buffer area.
Anticipated Impacts
The proposed marina would extend 1,085 feet waterward of the NWL and would usurp 563,115
square feet of public trust waters. The floating piers and fingers would shade 53,290 square feet of
river bottom. The increased access pier width will result in the applicant exceeding the "4 square foot
rule" limitation by 48,814 square feet. This limitation is based on shoreline length. According to rule,
any portion of the structure that is greater than 6' wide is calculated into the platform square footage.
The proposed riprap would fill 690 square feet of shallow bottom, and the boatramp would fill an
B Street Marina
Craven County
Page 4
additional 340 square feet. If permitted, approximately 29,570 square feet of Neuse River bottom
will be excavated to allow operation of the travel lift and to site the boatramp. The applicant does not
propose any slips in water less than -4' NWL, and no excavation is proposed in the area containing
SAV's. Therefore, any impact to submerged aquatic vegetation should be negligible.
Approximately 39,000 square feet of upland area will be filled, graded, or disturbed during
construction of the proposed facilities. The walkways would cover 1,065 square feet of upland, and
the proposed fuel talks would cove an additional 216 square feet. The 15' wide gravel road would
impact approximately 6,000 square feet. Construction of the clubhouse will result in the loss of
4,000, and the deck would cover an addition 3,865 square feet. The applicant proposes a 1,600
square foot addition to the existing metal building, and proposes 210 square feet of impact when
installing the access strips to the travel lift. The proposed extension of the retaining wall, and
additional riprap at the northern property line would result in the filling of 500 square feet of upland.
The parking area will be reconfigured, but will not change in size. Approximately 14,000 square feet
of upland will be graded and landscaped. These areas will be stabilized and vegetated with grasses
and landscape plants. Existing impervious surface covers approximately 2,087 square feet within the
75' CAMA AEC. The proposed upland development would result in a 520 square foot reduction in
impervious coverage.
The applicant has already received approval from the Town of Bridgeton to connect to the existing
sewer system, and the Town has granted a variance to allow operation of the fiberglass and boat
fabrication facility. Temporary short-term turbidity increases may occur during the proposed
construction.
Tracey L. Wheeler -18 June 2002
Project Narrative
B STREET MARINA
Craven County
OO
In the fall of 2001, the extended Meldau family became interested in the
redevelopment of the Cyprus Point Marina in Bridgeton, NC on the Neuse River.
Cyprus Point is a previously permitted 202-slip marina owned by Willie Stallings that
was foreclosed on by the bank. The site is heavily impacted and in great disrepair.
Cyprus Point Marina was originally permitted for 4 docks with 202 slips. The
permit was granted, but the original marina was not properly designed. The water
area, 7.5 acres, was not great enough; consequently the fairways are not wide
enough, docks and fingers are too narrow and pilings are not properly placed. Wave
attenuation was ignored. After several storms, only two docks (B and C) remain with
72 slips and part of third dock (A) is in place.
At this time, we are proposing to redevelop the site to create a 198-slip
marina. The new facility will be named B STREET MARINA. The family members will
own and operate the businesses at the site. These businesses will include the
marina, ships store, snack bar and a small boat and custom fiberglass fabrication
shop.
In order to create this marina as a safe and pleasant harbor, the original
project area will need to be enlarged to 12.8 acres. Moving the original D dock down
107' along the shore will open the fairways to a safe and useable width. Rebuilding A
dock, making the dock a wave attenuating dock and extending it 200' will protect the
inner harbor from the Northwest wind. D dock will also be a wave attenuating dock
to protect the marina from the Southwest wind. These floating wave attenuator
docks are professionally designed and engineered to easily allow the passing of water
and do not touch the bottom of the river. These floating attenuators coupled with the
extension of the fixed dock out from the shore should greatly diminish impact on
water quality and the shore environment. B Street is proposing docks wider than 6
feet. The 10' and 12' design width is necessary for the floating wave attenuating
docks to be successful. Also public safety is a concern with narrow docks. The
proposed 8' width would allow safe passage of people with supply carts, people in
wheelchairs, and people on bikes; and space would be available for temporary
storage lockers, gear and supplies. The existing part of A dock will need to be
removed; however, with repair dock B and C could slip boats while construction of
the marina proceeds. Eventually, dock B and C will need to be completely replaced;
floating docks are planned. Dredging was allowed at this site under the original
permit. We propose only maintenance dredging.
B Street Marina will welcome motor and sailing yachts with provision for large
multihulls. The marina will offer slips for lease and slips for transients. With the
completion of the travel lift area, B Street can offer haul out and repair; a greatly
needed service in the area. The existing building will be used for repairs that need to
be done inside for control of industrial type pollutants. Easily accessible fuel services
on the Neuse River are needed in this area and are planned at B Street. A van and
water taxi service to New Bern will be pursued.
In the design and development of the land site, care has been taken to meet
all of the regulations and environmental concerns. Our plan reduces the on site
impervious area to 31 %. A single well- planned building will house a ships store with
favored and required BMP supplies, an office, a snack bar, lounge area, and a
bathhouse with laundry.
The small boat and custom fiberglass fabrication business will occupy part of
the existing building. This company builds the Isotope and Cheshire Catamarans and
hopes to add new fleets to the local regattas and to service small sailboats.
Keeping in mind the importance of the environment and preserving natural
resources, our plan is to create an attractive and safe marina offering needed
services, employment and water recreation to the community.
Thank you for your attention.
Rhoda Meldau
B Street Marina
May 30, 2002
??? p ? ?n02
APPLICATION
() 'r 201
1. APPLICANT
a. Landowner:
Name T3 SN GE r ENT"F.1z..PRISES LUO,
Address 1101 JtMEM g ST12EET-
Ciry N Eve) 13EIz.,j?1 State '?
APR 2 3 200
town, community or landmark
3R_1 I DG f= TC) t?j
Street address or s=ndary road number
- IIel " 13„ Sr
d. Is proposed work within city limits or planar.:
jurisdiction? ? yes No
e. Name of body of water nearest project (e.g. river.
creek, sound, bay) N E us E.
Zip,2(;/ (0 (7 Day Phone [phone]
Fax 1 DESCRIPTION AND PLA NED USE
b. Authorized Agent: OF PROPOSED PROJECT
Name a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, any
Address excavation and/or filling activities,
ADDEN DU m ?
City State
Zip Day Phone
b. Is the proposed acaviry maintenance of an existi

-
Fax
---------------- nz

project, new work, or both? _ l?01n4
e. Will the project be for public, private or commercial
c. Project name (if any) use? CID Y\
ry1 E I°-c 1 14 I_-
3 S E E T rn '4 rc- 11 A .
d. Give a brief desr, i tion ofpu
P rpose, use, methods of
NO 7M,
Pmrcr m,d?or construction and daily operations of proposed
project. If more space- is needed, please a=ch
project ,a,w. additional pages.
PtR .J Eck IJ 1z PET -174
2. LOCATION OF PROPOSED
PROJECT
a. County O-P A ' Er 1\1
t ' ' licants)
ILI it
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
Z3,OLf
a. Size of entire tract /MGR-ES
b. Size of individual lot(s) _ 1J A;
c. Approximate elevation of tract above MHW or
NWL. _ 9 FEET' f4 tG N CST' Poi Nr
d. Soil type(s) and texture(s) of tract
MQr?_vcLL E MU0-ICY L0AMV SAND
e. Vegetation on tract YY11 XED W Es:DS
f. Man-made features now on tract
ADDENnUm 1.
g. what is the CAMA Land Use Plan land
classification of the site? (?,:stttt rJse loc! ?? p?
A Conservation
Developed
Rural
_X Transitional
Community
Other
h. How is the tract zoned by local government?
SAE&mP,0NT- c ? AMt=icIAL__
i. Is the proposed project consistent with the applicable
zoning? Yes ? No
(Mani zoning mnpliznce crrijs?ste, if appa__Rr) .
j. Has a professional archaeological assessment been
done for the tract? _? Yes No
If yes, by whom? N X, ARCH t V E s t WSTOR.y
U IJ DF_Q_ W Ar;_=r2.- Ae.X1+ A P_ b t-06 Y
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _ V. No
I. Are there wetlands on the site? _ Yes No
Coastal (marsh) --,4 Other _
If yes, has a delineation been conducted?
1. =
(A=a-i documentation, f awizzbLe)

in. Describe existing wastewater treatment facilities
C5Kt D 6 (E?To nl C- t -r %/ SE w e-R. -
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down' and residential discharges.}-
-S0 P_PACE 12_U N 0?_- F
o. Describe existing drinking water supply source.
(3?_>l Dr. ET-0NJ C.tTY WATE12
5. ADDITIONAL ni FORMATION
In addition to the completed application form, the
following items must be submitted:
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 tide, plus written permission
from the owner to carry out the project.
An accurate, dated worst plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2' by I1' white paper. (Refer to
Coastal Resources Commission.Rule 71.020; 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 map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Form DCM-MP-1

APR N 3 2002
site. Include highway or secondary road
numbers, landmarks, and the like.
CATION AND PERINMSION
ON LAND
• 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 form, the applicant
further certifies that such notice has been provided.
Name I?CRFa.ti<. T? 1 E?1\1 CoIZ?
Address qc1 SPRING S-r S r„/
o - 1 Z
Phone ATL-ANTA GA
404-- 52- 14 oFs
Name
Address
Phone
Name 8 STREET ENTER_PWSES LILC-,
Address 1101 ia=W 13 SST
Phone fJEW FSORN ,NC's ZSZ'('3
•
•
A List of previous state or federal permits Lsued for
work on the project tract. Include permit numbers,
permiree, and issuing dates.
71-95 AUG S ? Iq9 5
DE I?rl TZ GDA5TAL-- Zes0URC,E5
4400 .
A chi for a= made payable to the De. a:=e.^.t of
Environment, Health, and Natural Resourzes
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for proie_c-s in
oceanfront and inlet areas.
• A state--neat of 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 lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
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 c..-airy that to the best of my knowledge, the propose::
activity complies with the State of North CaroIina's
approved Coastal Management Program and will be
conducted in a manner consistent with such pro-_=.
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 re'.ated to this
permit application and follow-up monitoring of the
project-
I further certify that the infor.uation provided in this
appiic:don'is truthful to the best of my imowleedge.
a00,2-This is the -?-0 day of AP21L , iq .
Print Name R4 ODA 1'n la -0PrU
Sig-..arire ( r ' AJd'-U '
L=L:L7 nrr or AudwrrizsJ Arm,
Please indicate attachments per-.aining to your proposed
projer
DCM MP-2 Excavation and Fill Information
? DCM MP-3 Upland Development
?DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
N07T. Please sign and d:.-e each arr acn„wnt in the
space provided ar rite bor:om of eacr form.
400 copies of this public document were printed at a to cost of $52.45 or $ .13 pet copy.
APPLICATION B STREET MARINA
3. Description and Planned Use of
A. Development activities
APR 2 3 2002
a. Rework existing piers and fingers
b. Rebuild A as a wave attenuator dock with slips
c. Add D as a wave attenuator dock with slips
d. Fill behind retaining wall where necessary
e. Redo and complete walkway
f. Complete the travel-lift with concrete strips to connect to the existing concrete pad
g. Some Grading
h. Provide gas service
i. House under one roof bath house, ships store, office, and snack bar
j. Deck area,
k. Up-grade existing building with insulation and hvac. Add 1568 sgft.
1. Existing Parking reduced and redefined
in. Van and Water Taxi Service
n. Landscaping and Signage
4. Land and Water Characteristics
f. Man-made features now on tract
4 bldgs; 1 concrete pad; old concrete pad grown over; retaining wall; walk way;
partial Dock A; Dock B with slips; Dock C with slips; travel lift area; many pilings:
Parking area; gravel driveways
Form DClti1-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete. all
other sections of the Joint Application that relate to this
proposed project.
Desc-ibe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLw-) or (NIXI)
Canal
Boat
basin
Boat 11,Vc L.
ramp L-' FT
SYnAt_L_RArAP
ttnk
vvd)OVEN
Rock
brea.oxater
Othe-
(Exc:uding
shomiine
3Lbui=- ion)
Average Final
Eusdng Project
Length Width Deoth Denth

-430'
ys, 3l4 2- q„

. •Z.•w• iC4:: ?'?w?i:: i. V.?
.
`.`Ytv'% :'i:'`/+•Y+A.1: y.?
iii' ;-ti3':'' <}/yA

nil
JUN
t
COASTAL MrANAGEMEN
MOREHEAD i
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards -Z4 to /
b. Type of material to be excavated D GZn d-
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _X No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
NIATERIAL
a. Location of disposal area
4 /.1,QCLr1 G( 7Y1 QhL;? e
b. Dimensions of disposal area 6) a_oA'e_z
c. Do you claim title to disposal area?
)<Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? n ca/yx___, ,?r
' 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 buildin s, facilities, units or
structures proposed 4QOO ba CW13 L400-,;
1 S! ? AV(71TIoP TO T:5,%.0G/ 15'ft_ sq-&qApinncF1
Tv E:Li0_.S4S0/ 3SSOS9CtD?cK-r 15"141 ofm
b. Number of lots or parcels JELIE 4 OODEKT-^ M K. s x z:1I'
E MtAVEt- WPT" tbMtM
)L c. Density (give the number of residential units and the
units per acre) Rib N E
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 ? No
If yes, date submitted
i. Describe proposed method of sewage disposal.
3KlDCoETDN GtTy SGWE2.
j. Have the facilities described in Item i. above
received state or local approval? E7 S
(Attach appropriwe documentation)
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. sanitary wastewater, industrial /commercial effluent,
Al'?P-0/, 3`Z, D00 Sc? - "wash down" and residential discharges).
SyP_c=ACE ZutJ o1=P
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 )_ No
If yes, date submitted
f. List the. materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
G ?2 Ad E t~ I GRANITE C J41 PS
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. I ?;(o
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Vz§R 1 D6 E TO tJ G L Ty W ATE R_
in. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N Ar
3 STZEEF M.42,lM q
Ki t or Project Name
f) aa" yy?a2au,,
Signature
Date
Yes ? No
Revised 03/95
STRUCTURES.
(Construction within Public Trust Areas) -(' ;.;
.)UN 0 4?
q
Attach this form to Joint Application for CAMA Major e. Mooring buoys N? WA i_ui rH T
Permit, Form DCM-MP-1. Be sure to complete all (1) -Comore nr
other sections of the Joint Application which relate to (2) Number 11vate
this proposed project. (3) Description of buoy
a. Dock(s) and/or Pier(s) (Color, inscription, size, anchor, etc.)
(1) 1 Commercial -Community _ Private
(2) Number 4
(3) Length 1Df 2L-22f -716' - loh8'
(4) Width _ 1o' g' ? (4) Width of water body
(5) Finger Piers _, Yes 3' 1z (5) Distance buoy(s) to be placed beyond
(i) Number _ 9R -No shoe ine
(ii) Length 000 2S' (l ?L /UM39'(3s)43,(?S)48 f Mooring strucrure f
¢' (4)53 (boatliit, mooring- ilin;5, etc.)
(iii) Width (1) Commercial -Community _ Private
(2) Number _ Ztb
(i) Number 4-5 (ISLAAJD 1!4'K 101') (3) Length Jdr, r
(ii) Length 12,4 I_ 9L' - fb4'- 148' (4) Width ys,;,r't
(iii) Width 12' 10' 10 ' ? 2.'
(7) Number of slips proposed _ 1913 g. Other (Give complete description)
(8) Proximity of structure to adjacent riparian
property lines .50i e (600
(9) Width of water body 'L N i T a /
(10) Water depth at waterward end of pier at
MLW or NWL 4 1
b. Boathouse (including covered lifts) N41A
(1) Commercial Private
(2) Length f EE T ?'Yl P-1 ?J
?
(3) Width Q
Ap t or Project N/?e'
c. Groin (e.g. wood, sheetpile, etc.) (/x^ /
(1) Number A Signature
(2) Length(s) -- 5dt SOD .
Date
d. Breakwater (e.g. wood, she.-Tile, etc.) NIA
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Revised 03/95
Form DCM-MP-6
MARINA
DEVELOPME
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Appfloation 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?
? Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
-WA- N O
Check all of the types of services to be provided.
? Full service, including travel lift and/or rail
?- Dockage, fuel, and marine supplies
,,/ Dockage ("wet slips") only
Number of slips 19 S
Dry storage
Number of boats
_V Boat ramp(s)
_ V Other (describe) TRA V EL, L I F-T-"
e. 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) AZEA PREVIOUSLY
DREG E D
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). M I X a O T Y P 55
Revised 03/95
3 ZOU?
g. Typical boat length 40 1
h. Maximum boat length (.of I
i. Are any floating structures planned? YES
If so, describe ;. F LO97l Al G WAVE
A ENU,4Tc#-0 IDQC/?S - a. FLOATIN),-
DO C.K.S - I 1^ LO PTI N a ISI_.Ati1D
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be included in the proposed project.
2 Office toilets
5 Toilets for patrons
Number
Location / S 14 7
P (v cz-Va 84T. 14e) as t±
(a Showers
I Boat holding tank pumpout
Type and location E/ X EQ NZAR. POCk.A
b. Describe treatment type and disposal location for all
sanitary wastewater.
1?ID6E-TbN CITY SS '(Q E2
c. Describe the disposal of solid waste, fish offal and
trash disposal. DISP05A L- 1 n
6QMR5+?_1ZS Fy2.. P1 CIG- UP
1014 tine, 3 N S Pr N i fz
S VICES,
d. How will overboard discharge of sewage from boats
be controlled*7 TkR.m i N A-n o N CL/-} VS E I N
LE I?5E i&G 5 I ICS' SC E
E14SY ACCESS Tb ?"Mpbu-l
e. Give the location and number of "No Sewage
Discharge" signs proposed. (QQ EAqG-A DOCK/
i77- TI AE WATE2_ ENTYZA N CE `170
T14 E (M,4 Q- N A TOTA L. o l~ 51X
Form DCM-MP-6
Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
W F K P 5P °n z t'YI GYl I NS l D l;
SS e. nUT-5.LDE-W-o-RK-
IN AcCORDANC6 W ITt-t' 12-e6LXA-nbG
Where will residue from vessel maintenance be
disposed of ? l=F-S 1TE 2EP-
APpg oPIZIATe Z-EGUL4T0tQV
f'eQVIR-GMENTS
--r
f
9.
h. Give the number of channel markers and "No
Wake" signs proposed. NON C tW I?G
i. Give the location of fuel-handling facilities, and
--X? tJ fi-LE WA L t- ??
describe the safety measures planned to protect area
water quality. A M-OV E G P-o U tJ D EG U
L/?yT? N SE
UN 4 Zoo?
S a
o. Is the marl a '?' a primary c
secondary nu se MORE es ?` No
p. Is the marina proposed within an area open v
shellfish harvesting? Yes ? No
q. Give the location and number of "Pumpout
Available" signs roposed. O 0 L A CAA
?0 GICr d.. V ?3 St C9
1 N S ?} t?f
STk.E ET M A t c,t M
X 11,1 Lttt yyld ly
Date
A L t_ N\A IZ1 N A
R C.0-0 re-D A N CIS
it
CLEA0 YMARJNA
tAGMTA,. UM
W bl2 kT .1 Y1
W iiH T1kE
ACTT It As ON
j. Describe design measures that prbmote boat basin
flushing or circulation and that reduce water auality
impacts. F-0 Ar T1 Q G W A V E
_ATrEN U A-T-C rz- j?0C.K.S _ I N AT
lpp OG'f T'DU G 1 ?xstr"b ?? D F 1V?
k. What will be the marina policy on overnight and
live-board dockage?- W51 I S
I°c?J p t,lv E- BoA?o 17?c1c. ?E
}"mow-?2-rvt t T'r?? s u r3? EeT To ?-f4sE
near any shellfish
1. is the proposed marina loc;
leases? Yes 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 currently provided?
R?CON'FtGU1z.4T1atJ of EX1STVN6
AQ-ItJA 5L-IPS P2.oV tDE?
n. How many slips are now available? 72-
b (?o -'03 20(3?
0
ADVITIc) A?- COty'?mEtjrs
PLASTIC, TRR-PS Td ?3F USED
? -?,?m G-C R O Q F 9.0 r,-\ T-2EC R p i TA-r'
1--A q PS. USED UNDER- R30AT5 V•1µ' L6
SER.VI C T?EI u? p?iz?oR.tMED b tJ
I.-AND. USE bF- VAC-U') vl S?4N17FI2+S
Revised 03/95
MEMORANDUM
TO: John Dorney Regional Contact: tom steffens
Non-Discharge Branch WO Supervisor: alter Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Frank & Rhoda Meldau County CRAVEN
Project Number 02 1010 County2
Recvd From DCM Region Washington
Received Date 6/25/02 Recvd By Region
Project Type marina
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
LAMA ?- O Y O N 27-(118) SA HQW 30,410. F ?- ?-
Mitigation Wetland
MitigationType Type Acres Feet
F_ I
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue n/c
cc: Regional Office
Central Office Page Number 1
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