20051969 Ver 1_Complete File_20051027

Michael F, Easley, Governor

William G, Ross Ir" Secretary
North Carolina Department of Environment and Natural Resources

Alan W, Klimek, P,E, Director
Division ofWatcr Quality

December 16, 2005

DWQ Project # 05-1969
Beaufort County

Directed Capital Resources, LLC
333 Third Avenue North, Suite 400
St. Petersburg, FL 33701-3899

Subject Property:

Former Robb's Marina
Pant ego Creek [030307,29-34-34-(2), SC, NSW]

Approval of 401 Water Quality Certification (GC3400) with Additional Conditions

Dear Sir or Madam:

You have our approval, in accordance with the attached conditions, to place fill material within or
otherwise impact 0.296 acres of non-vegetated wetlands (boat basin bottom) and 0.029 acres of Pantego
Creek bottom to bulkhead across an existing boat basin and backfill the impounded area to create
additional high ground for future development as described in your application received by the Division
of Water Quality (DWQ) 401 Oversight/Express Review Pennitting Unit on October 27,2005. After
reviewing your application, we have detennined that the Division of Water Quality (DWQ) General
Water Quality Certification Number 3400 covers these water impacts. This Certification allows you to
General Pennit No. 198000291 when issued by the US Army Corps of Engineers (USACE). 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 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 ISO 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:

I. 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 Pennit) are met. No other impacts are
approved including incidental impacts:

Non-vegetated wetlands (boat basin bottom)
Pantego Creek bottom

N~~hCarolina
/vatllmll!/

401 Ovcrsight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtrec Boulevard, Suitc 250, Ralcigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Intcmct: httn:/fh2o,cnr.statc.nc.uslncwctlands

An Equal Opportunity/Affirmativc Action Employer- 50% Recyc1ed1lO% Post Consumer Paper

Directed Capital Resources, LLC
Page 2 of2
December 16,2005

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 Oversight/Express Review Permitting 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) 3400.

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 Kyle Bames in the DWQ Washington Regional Office at 252-946-6481.

Sincerely,

AWKJijm

~'\~
r Alan W, Klimek, P,E,

Enclosures:

GC 3400
Certification of Completion

cc: Quible & Associates, P.C., P.O. Drawer 870, Kitty Hawk, NC 27949
Doug Huggett, DCM
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
File Copy
Central Files

Filename: 051969FonnerRobsMarina(Bcaufort)CAMA

'e..-1.~"
~ ,. ~

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

MEMORANDUM

TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit

FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557

Respond to Doug Huggett
Morehead City Office

DATE: 26 October 2005

SUBJECT: CAMA Application Review

~[g@~OW~[ID

OCT 2 7 2005

APPLICANT:

Former Robb's Marina
Mr. Warren Eadus, Quible & Associates
Agent for: Directed Capital Resources, LLC

DENH . WATlm QUALITY
\':::llJJICJNiO :.ITOi~',!W.~T~n t;Vl~

PROJECT LOCATION: Beaufort County

PROPOSED PROJECT: Applicant proposes to bulkhead across an existing boat basin and
backfill the impounded area to create additional high ground for future development.
Applicant also proposes to replace another 653' of existing bulkhead.

Please indicate below your position or viewpoint on the proposed project and return this form by
20 November 2005. Please contact Steven 1. Trowell at 252-948-3854, if you have any
questions regarding the proposed project. When appropriate, in depth comments with supporting
data are requested.

This office has no objection to the project as proposed.

REPLY

This office has no comment on the proposed project.

This office approves of the proposed project only if the recommended
changes are incorporated. See attached.

This office objects to the proposed project for reasons described in the
attached comments.

Signed

Date

One .
No~thCarohna
';\11111"'111/

943 Washington Square Mall. Washington, Nort'l Carolina 27889
Phone: [phone] \ FAX: [phone] \ Intemet: www.nccoastalmanaaement.neV

DIVISION OF COASTAL l\:lANAGEl\iENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Directed Capital Resources, LLC

2. LOCATION OF PROJECT SITE: 435 East Water Street in the Town of Belhaven on Pantego Creek in
Beaufort County, North Carolina.
Photo Index - 2000: 108-1269; Q-11; 1995: 108-1149; N-18; 1989: 2-83-2; L-8;
State Plane Coordinates - X: 2,707,700 Y: 658,200
Belhaven Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA

4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 10/04/05
Was Applicant Present - No

5. PROCESSING PROCEDURE: Application Received - 10/17/05
Office - Washington

6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Municipal District
AEC(s) Involved: PTA
(D) Water Dependent: YES
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Town Sewer System
Planned - N/ A
(F) Type of Structures: Existing - Two story building, travel lift piers, bulkhead
Planned - Bulkhead and backfill man made boat basin
(G) Estimated Annual Rate of Erosion: None

- --- -- --- -- - - ----- - - - --
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands :t12,900 ftz
Boat basin bottom
(C) Other :t1,306 ftz
Pantego Creek Bottom

DREDGED

[AREA]
FILLED

OTHER

7. HABITAT DESCRIPTION:

(D) Total Area Disturbed: 0.32 acre or 14,206 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SC NSW Open: NO

8. PROJECT SUMMARY: The applicant proposes to bulkhead across an existing boat basin and backfill the
impounded area to create additional high ground for future development. Applicant also proposes to replace
another 653' of existing bulkhead.

Former Robbs Marina
Town of Belhaven
Beaufort County

Project Setting

The 1.8-acre project site is located in the Town of Belhaven at 435 Water Street adjacent
Pantego Creek in Beaufort County, North Carolina. The site was fonnerly known as Robbs Marina.
Robbs Marina was a marine oriented business that provided vessel maintenance including bottom
cleaning/painting, prop repair, and an engine shop. The site also provided fuel and dockage for
transient boats traveling the Atlantic Intercoastal Waterway. The business has been closed and the
site inactive since 2002. Located on the site is a two story building that served as a ships
store/marina office and an engine shop. The entire shoreline has been stabilized with a bulkhead.
Most of the upland areas of the property are covered with gravel. Vegetation on the site is upland
grasses intermixed with the gravel. There is a :t60' x 215' man made boat basin off Pantego Creek
with an average water depth of 5'. A wooden dock in some disrepair lies around the perimeter of
the boat basin on the landward side of the existing bulkhead. Mooring of transient vessels took
place in the basin mooring side to the bulkhead. Major CAMA Permit No. 79-92 authorized the
construction of pile supported travel lift piers for a travel lift used to provide vessel haul out
services. The travel lift system was constructed on the northwest corner of the property in Pantego
Creek incorporating a portion of an existing pier that was also used for mooring of transient vessels.

This project site is adjacent to the proposed Day Beacon #9 project site subject of a recent
Environmental Assessment review for a planned condominium and marina.

Pant ego Creek in the vicinity of the project site is classified as SC-NSW by the Environmental
Management Commission and Inland Waters by the Wildlife Resources Commission. This area is
closed to shell fishing.

Project Description

The applicant proposes to fill the :t60' x 215' man made boat basin to create additional
highground for development. The applicant proposes to accomplish this by constructing a new
bulkhead 67' across the basin opening to Pantego Creek decanting the water in the basin through
and over the proposed bulkhead as the basin is backfilled. The remaining 653' of existing bulkhead
is proposed to be replaced with a new alignment 2' seaward. The basin and new bulkhead is to be
backfilled with sand from a local sand mine. The applicant is not proposing any upland
development at this time.

Anticipated Impacts

The proposed project will result in the filling of a :t60' x 215' (12,900 ft2) man made boat
basin off Pantego Creek creating additional highground area for upland development adjacent
Pantego Creek. Replacement of the remaining 653' of bulkhead will result in the filling of 1,306 ft2
of Pantego Creek bottom. There will be some localized short term turbidity during construction of
the proposed bulkhead.

Steve Trowell- Washington Regional Office - 25 October 2005

'1-

SINCE 1959

Quible

&

Associates,

P.C.

EKGINEERING' EKVlROKMEKTAL SCIEKCES' PLA."~'lIKO

TRANS MITT AL

Project;: Robb's Marina
To: Steve Trowell

Date:

October 11, 2005

Project No: 05018

We transmit: o herewith o per your request
Via: o overnight o hand delivery
o fax
For your: o use review & comment
o approval o records
The following: o drawings o correspondence
o specifications 0 data

o under separate cover

o US Mail

o information
o distribution

o shop drawings/samples
o contractual data

I ~OPies I Date I Description I
1 October 11, 2005 Major CAMA Permit Application Packet
26 October 11, 2005 26 copies of 24x36 Major CAMA site plan

Mr. Trowell:

Please find enclosed one copy of the Major CAMA Permit Application for the above referenced site. If you have any
questions or require any additional information please do not hesitate to contact the undersigned at 252.261.3300.

Sincerely,

Qut~ ~:;;o;q:'c
wUre~ ~~us, L.G.

8 Juniper Trail- P.O. Drawer 870, Kitty Hawk, NC27949 [phone] FAX [phone]
E-Mail [e-mail]

g,D., n .np.o'~n@
~Qdjub~U\.9

Quible & Associates, P.C.

ENGINEERiNG' ENVIRONMENTAL SCIENCES' Pw.JNING . SURVEYING
SiNCE 1959

Mr. Steve Trowell
NC Division of Coastal Management-WaRO
943 Washington Square Mall
Washington, NC 27889

P.O, Drawer 870
Kitty Hawk. NC 27949
Phone: [phone]
Fax: [phone]

PRINCIPALS
Sean C, Boyle. P,E,
Joseph S, Lassiter. C,E,P,
Eduardo J, Valdlvleso. P,E,

ASSOCIATES
Joseph J, Anlauf. P.E,
Katherine C, Marchello. P,L.S,

Re: Former Robb's Marina Major CAMA Permit Application
Belhaven, Beaufort County

Mr. Trowell:

On behalf of Directed Capital Resources, LLC (DCR), Quible & Associates, P.e. (Quible) presents the
following Major CAMA Permit Application for proposed work within the Area of Environmental
Concern (AEC) at the former Robb's Marina in Belhaven, Beaufort County North Carolina. The site is
located at 332 Water Street, Belhaven, NOlth Carolina and is centered approximately around Latitude 350
32' 5"N and Longitude 760 36' 53"W.

The following documentation and information have been included with this project narrative:

Attachment 1: Major CAMA Permit Application forms DCM-MP-I and DCM-MP-2
AUadumcIut 2: Relevant portion of USGS Topographic Quadrangle-Belhaven
AUadurnent 3: Aerial photography
AUachment 4: Major CAMA Site Plan
AUachmeU1lt 5: Copy of Deed
Attachment 6: Certified Mail Receipts-Adjacent Riparian Property Owner Notification
AU~dJ.memlt 7: Agent Authorization Letter
Attm:llm:cKut 3: Copy of Relevant Portion of Town of Belhaven Zoning Ordinance
Attachment~: Copy of $400.00 Check-Major CAMA Permit Application Fee

PROJECT NAJRlRA TllVE

Snte ComllWm15! Pn})i1oserl ]):evell<G]l)lme!i'l~ OveR'vrrew:

The subject property is a 1.85 acre tract located along the Pantego Creek waterfront in Belhaven, North
Carolina. The property has been used as a Marina for many years prior to the marina closing in 2002.
The site is currently vacant. The property owners, DCR, propose to fill the existing boat basin as a
means of creating some upland area for future development potential. DCR anticipates selling the
property prior to any additional development. No upland development is proposed at this time. No water
dependent structures are proposed at this time. This permit application requests the replacement of 653
feet of bulkhead and associated backfill, construction of 67 feet of new bulkhead and the backfill of
13,066 square feet of man made boat basin.

Proposed Worl\: Scone:

The proposed scope of work is the replacement of the bulkhead around the site (653 linear feet) and the
construction of 67 feet of new bulkhead across the boat basin, Once the bulkhead is constructed, the
basin will be filled with clean, debris free sand from a nearby sand mine. The basin will be filled slowly

,

and the water will be allowed to flow over the newly constructed bulkhead as the basin fills up. Please
note, the 67 feet of new bulkhead will have to be water tight or lined with a geo-textile fabric (or other
approved filtering mechanism) capable of filtering sediments (sands, silts and clays) from entering the
Pantego Creek. No discharge of sediments into the Pantego Creek will be allowed.

The replacement bulkhead will be constructed a maximum of two feet water ward of the existing
bulkhead and subsequently the old bulkhead will be removed if necessary and then backfilled. It is
estimated that 387 cubic yards of material will be required to backfill the replacement bulkhead.

Grading, Excavation and FilV Stormwater:

Proposed fill activities include the backfill of 13,066 square feet of boat basin and the backfill of the 653
linear feet of replacement bulkhead. Based on water depths collected in 2004, the average water depth in
the basin is 5.0 feet. The bulkhead height above the normal water level is approximately three feet
during normal water. The basin is proposed to be filled to existing grade. It is estimated that 3,871 cubic
yards of material will be required to fill the basin and 387 cubic yards of material will be required to fill
the replacement bulkhead.

Sedimentation and Erosion Control Plan:

To control sediments from entering the Pantego Creek, the 67 feet of new bulkhead will be constructed
across the basin first. Subsequent to construction, a geo-textile fabric will be installed that will be of
sufficient design to filter any sediments from entering the Pantego Creek. Once the bulkhead and fabric
are in place, the basin will be filled with clean sand and the water will be allowed to flow through and
over the top of the bulkhead into the Pantego Creek in a controlled man!1er. Once the basin is backfilled
and graded the 13,066 sf area will be seeded and stabilized.

Potable Water and Wastewater:

Potable water is available on site via the Town of Belhaven. Waste water at the site is also handled by
the Town of Belhaven.

Please review this application and call the undersigned at 252.261.3300 to discuss this project and any
additional requirements necessary to process this permit application. Twenty-six copies of the site plan
and the adjacent riparian notification letters will be submitted once an initial review has been conducted.
Thank you in advance for your cooperation and assistance.

Sincerely,

&dJ;(

dus

cc: file
Ryan Razook, DCR LLC

"DCR JF11ll1tcl I~ LLC

August 25, 2005

Mr. Warren Easdus
Quible & Associates,P.C
P.O. Drawer 870
Kitty Hawk, NC 27949

RE: Robb Marina Property

Dear WatTel1,

DCR Fund I, LLC, current and rightful owner of 432 Water Street, Belhaven North
Carolina requests and authorizes Quible & Associates to act as agent for the environmental
pennitting that DCR Ftmd I, LLC seeks.

Sincerely,

Christopher S. Moench
Manager

CSM/kdn

,),),) Third Avcnue North, Suite 400. St. Pctersburti. FL .),)iOI..3899 · Phone: (i2i) 898.6666 · Fol..\:: (i2i) 898.6606
P.O. Bo" 299 · St. Petersburg. FL ,).)i3!.0299

1F'(QJrmIli} CI9lGnJIP- M P - 1

A~JPlLJICA1rION

(To be completed by all applicants)

1. APPLICANT

c. Street address or secondary road number
432 Water Street

a. Landowner:

d. Is proposed work within city limits or planning
jurisdiction? X Yes No

Name Directed Capital Resources, LLC.

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pantego Creek

Address 333 Third Avenue North, Suite 400

City St. Petersburg

State FL

Zip 33701-3899
Fax [phone]

Day Phone [phone]

3. DESCRIPTION AND PLANNED USE
, OF PROPOSED PROJECT

City Kitty Hawk State NC

a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
The proiect as proposed is the replacement of 653 feet
of bulkhead at the site and the construction of 67 feet
of new bulkhead across the man-made basin. Once
the bulkhead is completed the basin will be backfilled.
No sl ips or water dependent stmctures are proposed at
this time. In addition, no upland development is
proposed at this time. The current property owners
want to create additional areas for potential
development by filling the basin,

b. Authorized Agent:

Name Ouible & Associates. P.C.

Address PO Drawer 870

Zip 27949 Day Phone [phone]

Fax [phone]

b. Is the proposed activity maintenance of an existing
project, new work, or both? New work

c. Project name (if any) Former Robb's Marina

NOTE: Permit will be isslIed i/l/lame of la/ldolV/ler(s). and/or
project /lame.

c. Will the project be for public, private or commercial
use? Commercial

a. County Beaufort

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages.
The purpose of the proiect is the backfill of the man
made basin to create more uplands area for potential
development.

2. LOCATION OF PROPOSED
PROJECT

b. City, town, community or landmark
Belhaven

Revised 03/95

Form DCM-MP-l

~. LAND AND WATER
CHARACTERISTICS

a. Size of entire tract 1.85 acres before fill; 2.13 acres
proposed.

b. . Size of individuallot(s) NA

c. Approximate elevation of tract above MHW or NWL
3 feet

d. Soil type(s) and texture(s) of tract
Urban Land Complex (Or); Fill and reworked soils.

e. Vegetation on tract Maintained grasses and small
shrubs around building remaining on site,

f. Man-made features now on tract Former Robb's
Marina Ships Store and Propeller Shon.

g. What is the CAMA Land Use Plan land classification
of the site? (ConSlllt the locallalld llse plan,)
_ Conservation _ Transitional
---1L Developed _ Community
Rural Other

h. How is the tract zoned by local govemment?
Marine Business

1. Is the proposed project consistent with the applicable
zoning? --1f....- Yes _ No
(Attach loning compliance certificate, if applicable)

J. Has a professional archaeological assessment been
done for the tract? Yes -...1L- No
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?
-L Yes No

I. Are there wetlands on the site? Yes -L No
Coastal (marsh) _ Other_
If yes, has a delineation been conducted?
(Attach documentatioll, if available)-

Revised 03/95

m. Describe existing wastewater treatment facilities.
Wastewater handled bv the Town of Belhaven.

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.)Surface runoff

o. Describe existing drinking water supply source.
Potable water provided bv the Town of Belhaven.

5. ADDITIONAL INFORJ.\iIATION

In addition to the completed application form, the
following items must be submitted:

o A copy of the deed (with state application only) or
other instrument under which the applicant claims title
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.

o An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 Yz" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.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 map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.

o A Stormwater Certification, if one is necessary.

o 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

Form DCM-MP-l

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 Dixon-Hoyle Partnership
Address 2020 Croatan Highway. Nags Head NC
27947

Phone

Name WP and Shirley O'Neal
Address 442 Water Street
Belhaven. NC 27910

Phone

Name
Address
Phone

Name
Address
Phone

o A list of previous state or federal ~ermits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates. .J .., A a
(P'~I!r;l- f-l(F"r - CA-M!;- -11 T r )~

o A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.

o A signed AEC hazard notnce
oceanfront and inlet areas.

for projects III

o A statement 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.

6. CERTIFICA TION AND PERlVllSSION
TO ENTER ON LAND

I understand that any permit issued in response to this
application will allow only the development described in

Revised 03/95

the application. The project will be subject to conditions
and restrictions contained in the permit.

I certify that to the best of my lmowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.

I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.

I further certify that the information provided in this
application is truthful to the best of my knowledge.

This is the 11 day of October ,20..Qi...

Signature
Lalld _

Please indicate attachments pertaining to your proposed
project.

---1L 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

NOTE: Please sign alld date each attachment in the
space provided at the bottom of each form.

Form DCM-MP-2

EXCAVATION
AND FILL

(Except bridges and culverts)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.

Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.

Access
channel
(MLW)or (NWL)

Canal

Boat
basin

Boat
ramp

Rock
groin

Rock
breakwater

Other
(Excluding
shoreline
stabilization)

h

Anrage
Existing
D It

Final
Project
D It

W'd It

Lengl I l elll rill
215' 60' -5,0 +3.0
AVG. (NWL) (NWL)

1. EXCAVATION

~IA

a. Amount of material to be excavated from below
MHW or NWL in cubic yards None

b. Type of material to be excavated NA

Revised 03/95

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SA Vs) or other wetlands? _ Yes-L No

d. High ground excavation in cubic yards NA

2. DISPOSAL OF EXCA V A TED
MATERIAL

a. Location of disposal area NA

b. Dimensions of disposal area NA

c. Do you claim title to disposal area? NA
_ Yes _No
If no, attach a letter granting permission from the
owner.

d. Will a disposal area be available for future
maintenance? _ Yes No
If yes, where? NA

e. Does the disposal area include any coastal wetlands
(marsh), SA Vs or other wetlands? NA
Yes No

f. Does the disposal include any area in the water? NA
Yes No

3. SHORELINE STABILIZATION

a. Type of shoreline stabilization
x Bulkhead _Riprap

b. Length 720': 653' feet of bulkhead replacement; 67
feet of new bulkhead across basin.

c. Average distance waterward of MHW or NWL
Maximum 2' waterward of existing bulkhead
alienment for 653 feet of bulkhead replacement.
Maximum 33,5 feet waterward of bulkhead alignment
for 67 feet of new bulkhead.

d. Maximum distance waterward of MHW or NWL
For bulkhead replacement maximum of 2 feet. For
new bulkhead maximum of 33,5 feet waterward,

e. Shoreline erosion during preceding 12 months
None
(Source of information) Site visits (existing bulkhead in
place).

f. Type of bulkhead or riprap material Vinyl and wood

g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap

(2) Bulkhead backfi1I3,87 1 cubic yards forbasin fill
and 387 cubic yards for bulkhead backfill along
bulkhead replacement alignment.

h. Type of fill material Clean sands

1. Source of fill material Local sand mines

t3. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)

a. Will fill material be brought to site?
--X- Yes No

If yes,
(I) Amount of material to be placed in the water
3,871 cubic yards
(2) Dimensions offill area 215 ft. by an avera\Ze
60 ft. (67 feet at waterward end of basin).
(3) Purpose of fill To fill in basin for future
upland development.

b. Will fill material be placed in coastal wetlands
(marsh), SA V s or other wetlands?
Yes -L-No

If yes,
(1) Dimensions of fill area NA

(2) Purpose of fill NA

5. GENERAL

a. How will excavated or fill material be kept on site and
erosion controlled? A silt fence will be installed along
the edge of the bulkhead and around the perimeter of
the site to stop sediments from movin!?; into the
Pantego Creek during the back fill and grading of the
boat basin. Less than one acre of disturbance is
proposed. Therefore, a Sedimentation and Erosion
Control Plan is not required.

Revised 03/95

b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Backhoes. dump trucks and excavators.

c. Will wetlands be crossed in transporting equipment to
project site? _ Yes -L- No

If yes, explain steps that will be taken to lessen
environmental impacts. NA

~olU.t~ 1anrds f'A-M-ACJ{t

~~r:'

Date

Form DCM-MP-2

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Name: BELHA VEN
Date: 9/19/2005
Scale: 1 inch equals 2000 feet

Location: 0350 32' 5,36" N 0760 36' 53.24" W
Caption: USGS Tapa
BELHA VEN
FORMER ROBB'S MARINA

Copyright (C) 1998, Maptech, Inc,

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ATTACHMENT :3

,

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Permit Class
NEW

OS-ICjloq

STATE OF NORTH CAROLINA

Department of Environment and Natural Resources
~' ..--. t::;':\ r'::::) '1~' ,- .--, rW
and D ~ I "3 ! G'. , "J , ' \ V I ~ ~:,J In
Coastal Resources Co~mission ~\ 1'.;:1..) t~,.' d \j L:l Y

t'ermtt Jh'; " 0 IUll6

fOI' DENn;"::,',: . t1 \Ji "\11 :'(
~Ti..Al1f1Q"',...r' tt"',iM\l.',<,ir.I1t1li,A.N!:l11
l Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118

Permit Number
7-06

_. Excavation and/or filling pursuant to NCGS 113-229

Issued to Directed Capital Resources, LLC., 333 Third Avenue North, Suite 400, St. Petersburg, F133701-3899

Authorizing development in Beaufort County at Pantego Creek, 432 Water Street, Town

of Belhaven , as requested in the permittee's application dated 10/11/05, including the

attached workplan drawing (1), dated 10/6/05.

This permit, issued on January 10,2006 , 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.

Bulkhead and Basin fill

1) The alignment of the permitted replacement bulkhead shall not extend more than 2 ft. waterward of the
existing bulkhead,

2) The 67 ft. of bulkhead to be placed across the upland basin shall be constructed consistent with the
alignment indicated on the attached workplan drawing.

(See attached sheets for Additional Conditions)

This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.

Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance,

P'7 ~(-j~
~ C rles S. Jones, Director
Division of Coastal Management

Any maintenance work or project modification not covered
hereunder requires further Division approval.

All work shall cease when the permit expires on

This permit and its conditions are hereby accepted.

December 31, 2009

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

r~~:::~:=:~~~~~~<'>>V:'<'~<<#*~~~~<--;;~;;7;N~N

I)agc 2 of 3

,

ADDITIONAL CONDITIONS

3) The bulkhead shall be constructed prior to any backfilling activities.

4) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.

5) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation is permitted except for that which
shall be required for the construction of the bulkhead wall, riprap, dead men cables, etc. This permit
does not authorize any excavation waterward of the approved alignment.

6) The backfill material shall be clean and free of any pollutants except in trace quantities.

7) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.'

8) All fill material to be placed below normal water level shall be confined behind the permitted bulkhead.

Sedimentation and Erosion Control

9) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.

10) 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.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.

11) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.

Stormwater Management

NOTE:

This project may require a Stormwater Permit from the Division of Water Quality. Contact a
Representative from the Division of Water Quality at 252-946-6481 for this determination.

General

12) 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.

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, i Directed Capital Resources, LLC.
~

Permit # 7-06
Page 3 of 3

ADDITIONAL CONDITIONS

13) In order to address concerns of The Division of Water Quality, Stormwater Permitting Section, and
Department of Cultural Resources concerning high-ground development, any future development
plans shall require coordination with appropriate review agencies and a modification of this permit.

14) No vegetated wetlands shall be excavated or filled, even temporarily, without permit modification.

NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that shall be required.

NOTE: The permittee is advised that, in accordance with the rules of the Environmental Management
Commission, many non-water dependent activities are not authorized within 50 feet of the
normal water level or landward edge of any coastal wetlands. Contact the Division of Water
Quality at [phone] for this determination.

NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 05-1969), which was issued on 12/16/05.

NOTE:

The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200610084.

':

LBGBND

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o POINT, CONTROL
~ FOUND IRON PIPE, CONTROL
. NE\oI IRON PIPE, CONTROL
[!] \oIATER METER
o PO\olER POLE
FENCE
J: FUEL PUMP
~ NOT TO SCALE

r..:m1 PROPOSED AREA FOR BACKFILL
I!illa 13,066 SF FILL, ESTIMATED 4,355 CUBIC YARDS
/~ LINE OF CROSS SECTION
A

NOTES:
1. PROJECT NAME: FORMER ROBB'S MARINA
1. PROJECT NAME: FORMER ROBB'S MARINA
2, PROPERTY OWNER INFORMATION:
DIRECTED CAPITAL RESOURCES, LLC
333 THIRD AVENUE NORTH, SUITE 400
ST. PETERSBURG, FL 33701
[phone]
3. PROJECT AREA 1.85 ACRES
4. TOTAL AREA WITHIN AEC (EXIST): 39,849 SF/PROPOSED: 28,805 SF
5. TOTAL AREA PROPOSED FOR BASIN FILL: 13,066 SF
6. TOTAL AREA PROPOSED FOR REPLACEMENT BULKHEAD BACKFILL 1,306 SF
7. ESTIMATED CUBIC YARDS OF MATERIAL REQUIRED TO FILL BASIN: 3,871 CUBIC YARDS
8. ESTIMATED CUBIC YARDS OF MATERIAL REQUIRED TO BACKFILL BULKHEAD: 387 CUBIC YARDS
9. TOTAL LINEAR FEET OF REPLACEMNET BULKHEAD PROPOSED: 653 LINEAR FEET
10. TOTAL LINEAR FEET OF NEW BULKHEAD PROPOSED: 67 LINEAR FEET
11. AVERAGE WATER DEPTH IN BASIN 5 FEET. AVERAGE DEPTH FROM TOP OF BULKHEAD TO NWL. 3 FEET.

--,.

I SEEDING DATES: APRIL 1- SEPT 30 I
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS.

ISEEDING DATES: OCT. 1
SEED MIXTURE

- MARCH 31 I
APPLICATION RATES/ACRE

COMMON BERMUDA
(UNHULLED)

50 LBS.

RYE GRAIN

175 LBS.

FERTILIZER
10-10-10 @ 1000 LB/ACRE

GERMAN MILLETT
FESCUE

FERTILIZER

26-13-13 @ 500 LB/ACRE

15 LBS.
20 LBS.

~
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NET1lNG, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.

MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.

GENERAL:
_ FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNAlTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED. THE MORE COSTLY THEY BECOME. PROMPT ACllON WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE-SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE,
WEAK OR DAMAGED SPOTS MUST BE RELlMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILlZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.

DIXON-HOYLE PARTNERSHIP
DAYBEACON #9

TELEPHONE PEDESTAL

WOOD FENCE
ON PROPERTY UNE

BULKHEAD TIES INTO
ADJACENT PROPERTY BULKHEAD

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SIGN (ROBB'S E30A7YARD)

W,P. O'NEAL. JR,
SHIRLEY L. O'NEAL
D.B. 909, P. 886
PLAT CAB. E, SLIDE 30-4

EDWARD STREET ~

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N.T.S.

BOUNDARY INFORMATION TAKEN FROM SURVEY ENTITLED
'MARINA VILLAGE' DATED 3-05-2004 PREPARED BY
HOOD L. RICHARDSON, ENGINEERS-GEOLOGISTS-PLANNERS

EXIS11NG BULKHEAD TO
BE REMOVED AF1ER PROPOSED
BULKHEAD IS IN PLACE

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