SW7051110_HISTORICAL FILE_20190507

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�ffi/l/L%
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
%OS'i%
YYYYMMDD

North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
Day Beacon #9, LLC
Information
Sosld: 0809900
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 10/26/2005
Registered Agent: Hoyle, David W., Jr
Addresses
Principal Office
Reg Office
Reg Mailing
Mailing
609 S New Hope Rd
609 S New Hope Rd
PO Box 2494
PO Box 2494
Gastonia, NC 28054
Gastonia, NC 28054
Gastonia, NC 28053
Gastonia, NC 28053
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member Member
David W. Hoyle John W. Dixon Family Limited Partnership
PO Box 2494 PO Box 1327
Gastonia NC 28053 Nags Head NC 27959
https://www.sosnc.gov/online_services/search/13usiness_Registration_ReSults 5/7/2019

CAU1830900937 SOSID: 0809900
Date Filed: i 2/14/2018 11:59:00 PM
Elaine F. Marshall
LIMITED LIABILITY COMPANY ANNUAL F
North Carolina Secretary of State
CA201 S 309 00937
NAME OF LIMITED LIABILITY COMPANY: Day Beacon 89, LLC
SECRETARY OF STATE TD NUMBER: 0809" STATE OF FORMATION: NC
REPORT FOR THE CALEMMR YEAR: 2018
SECTION&REGISIOM 8EKMRffMMVM�� �■
1. NAIL OF REGISTERED AGENT: DFM W Herb, h.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
CONSM Ta THE APPOI MEW
3. REGISTERED OFFICE STREET ADDRESS a COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
-.6095New Rd-----.--_---.._-__._ .-P4D-BOX-2494-
Gastonia, NC 28054 Gaston Gastonla, NC 28053 Gaston
1. DESCRIPTION OF NATURIE OF BUSINESS: Land Deyeiopmerlt
Z PRINCIPAL OFFICE PHONE NINABER:. (704) 8674)822 3. PRINCIPAL OFFICE E MAW
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
8. PRINCIPAL OFFICE MAILING ADDRESS
609 S New Home Rd PO Box 2494
Gasttxdiay NC 28054 Easton Gastonia, NC 28053' Gaston
6. Sded one of the folbwing If applicable. (Optional, am kabucdm)
❑ The> company is a veWanomied small business
❑ The company is a serAw4babled veitei<a "weed and buskmw
SECTION t: COMPAW OFFKMU (Erftr edd0tonal company otldefs In Section E)
NAME DaM W. Hoyle NAME: NAME
TITLE: Member TITLE: TM-F- Member
ADDRESS: ADDRESS: ADDRESS:
PO Box 2494 PO Box 1327
Gastonia,, NC 28053 Gaston Nags Plead, NC 27959 Dane
SECTION D: Section D must be camplebd in its entirety by a pe mrft slnm entlhr.
La /Z 5-'r° 1 r
s nmE OATE
Fang nAbo dpnd a! M Cnmpp Oer,tir irbe ceder &"= C ar7W ftM
Daw w. eigAe ' - : Member
Pt[a dies edceeI q oe PthdcrTAwnhdCumpWOMM
SUBMIT THIS ANNUAL REPORTVWM THE REQUIRED FILING FEE OF $200
W L TO: 08 w - I d Skft &ohm ftpksft CM dM Pat! Ofte Tim[ 20M R 1 %0L NC
0

CCDENR
North Carolina Department of Environment and Natura
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
June 1, 2012
Mr. Murphy H. Moore
2012 Bay Island Quay
Virginia Beach, VA 23451
Resources
Subject: Stormwater Review SW7051110
CAMA Major Review
Former Belhaven Fish & Oyster Site
Beaufort County
Dee Freeman
Secretary
��xAn �Ao�le
Dear Mr. Moore:
This office received a copy of your CAMA Major Application for the subject project on April 20, 2012. A review
of our files shows that state stormwater permit SW7051110 was issued for this project to Day Beacon 49, LLC on
December 19, 2005, followed with a minor modification on February 21, 2008. This site was permitted as a
redevelopment type project with a stormwater infiltration system. I am enclosing a copy of the state stormwater permit
for your review. You will see that this permit does not automatically transfer to subsequent owners; therefore, you will
need to request a state stormwater permit for this proposed development.
I am also enclosing a Name/Ownership Change form which may be found on our website. You will need to complete this
form and provide the indicated items to obtain a stormwater permit. Any development of the site prior to receipt of the
required permit will constitute a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may
result in appropriate enforcement action including civil penalty assessment of up to $10,000 per day. Please reference the
Stormwater Project Number above on all correspondence. If you have questions, please feel free to contact me at (252) 946-
6481.
Sincerely,
Bill Moore, Environmental Engineer
Surface Water Protection Section
cc: Mr. John W. Dixon
David Moye, DCM, Washington
Washington Regional Office

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NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Murphy H. Moore
2012 Bay Island Quay
Virginia Beach, VA 23451
Dear Mr. Moore:
Division of Water Quality
Charles Wakild, P.E.
Director
June 1, 2012
Subject: Stormwater Review SW70511 10
CAMA Major Review
Former Belhaven Fish & Oyster Site
Beaufort County . .
Dee Freeman
Secretary
This office received a copy of your CAMA Major Application for the subject project on April 20, 2012. A review
of our files shows that state stormwater permit SW7051110 was issued for this project to Day Beacon #9, LLC on
December 19, 2005, followed with a minor modification on February 21, 2008. This site was permitted as a
redevelopment type project with a stormwater infiltration system. I am enclosing a copy of the state stormwater permit
for your review. You will see that this permit does not automatically transfer to subsequent owners; therefore, you will
need to request a state stormwater permit for this proposed development.
I am also enclosing a Name/Ownership Change form which may be found on our website. You will need to complete this
form and provide the indicated items to obtain a stormwater permit. Any development of the site prior to receipt of the
required permit will constitute a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may
result in appropriate enforcement action including civil penalty assessment of up to $10,000 per day. Please reference the
Stormwater Project Number above on all correspondence. If you have questions, please feel free to contact me at (252) 946-
6481.
Sincerely,
��
Bill Moore, Environmental Engineer
Surface Water Protection Section
cc: Mr. John W. Dixon
David Moye, DCM, Washington
Washington Regional Office
North Carolina Division of Water Quality Internet: www.nmaterqualiry,org 7�TQDe
943 Washington Square Mall Phone: [phone] FAX: [phone] t.N orthCarofi a
Washington, NC 27889 FAX: [phone]
An Equal
Affirmative An Equal Opportunity 4 Amative Action Employer

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis Dee Freeman
Governor Director Secretary
MEMORANDUM
TO: Mr. Bill Moore
Division of Water Quality
FROM: Doug Huggett
Respond to Doug Huggett
Major Permits Processing Coordinator
Morehead City Office
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 20 April 2012
RECEIVED
SUBJECT: CAMA Application Review
APPLICANT: Murphy H. Moore
APR 2 0 2012
PROJECT LOCATION: Water Street at the former Belhaven FDMQmWARQs in the
Town of Belhaven, on Pantego Creek in Beaufort County, North Carolina.
PROPOSED PROJECT: Applicant proposes q modi she existing authorized project to include an
additional ten slips for a total of 20 slips, by increasing the width and length of the authorized pier
structure from 6' x 125' to 8' x 262'.
Please indicate below your position or viewpoint on the proposed project and return this form by 10 May
2012. Please contact Steve Trowell at 252-948-3854, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY
Signed
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] I FAX: [phone] Internet: www.nrcoastalmanagement.net
An Equal Opportunity 1 Afirma6ve Action Employer
NorthCarolina
Naturally

DMO-IMUO
VECEIAED
s

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Mr. Murphy H. Moore (Major Modification to Major CAMA Permit No. 195-07)
2. LOCATION OF PROJECT SITE: Project -site is located off Water Street at the former Belhaven Fish and
Oyster seafood business in the Town of Belhaven, on Pantego Creek in Beaufort County, North Carolina.
Photo Index - 2006119-8464; H-15 2000:119-1479; Q-11 1995:1.19-1294; Q-12
State Plane Coordinates - X: 2,707'025 Y: 658,500
Belhaven Quad. (lower left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 10 April 2012
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received —16 April 2012
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP — Municipal District
(B) AEC(s) Involved: PTA
(D) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Town Sewer System
Planned - NIA
(F)Type of Structures: Existing - Riprap revetment.
Planned - A 8' x 262', 20 slip pier with an 8' x 60' T-head platform and 10 -
3' x 16' finger piers.
(G) Estimated Annual Rate of Erosion: Unknown
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
" (A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
Pante o Creek Bottom
3,056 ft�
(C) Other
(D) Total Area Disturbed: 3,056 ft' (0.07 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC NSW
Open: No
8. PROJECT SUMMARY: The applicant proposes to modify the existing authorized project proposal to include
an additional ten slips for a total of20 slips, by increasing the width and length of the authorized pier structure
from 6' x 125' to 8' x 262'.

Major Modification of Major CAMA Permit No. 195-07
Belhaven Fish and Oyster
Town of Belhaven
Beaufort County
Project Setting
The .88 acre project site is located south of the intersection of Pamlico and Water Streets
in downtown Belhaven adjacent Pantego Creek and Wynnes Gut, Beaufort County, North
Carolina. The site was formerly developed as a seafood processing business known locally as
the Belhaven Fish and Oyster Company. The site was developed with buildings adjacent and
over the water and a single-+-250' long pier in Pantego Creek and a dock along Wynnes Gut. The
derelict pilings from the long pier in Pantego Creek remain today. The site was eventually
abandon and was purchased by the Town of Belhaven. In early 2001 the buildings were
demolished by the Town of Belhaven. Significant amounts of broken concrete, resultant of the
demolition work, was placed along the shoreline. Notice of Violation No. 01-20B was issued on
t2 June 2001 for placement of this broken concrete without the proper permits. The broken
concrete remains as it was placed in compliance with the standards Ior shoreline stabilization.
There is an area of poured concrete forming a ±20' wide x ±60' concrete pad that intersects with
the shoreline adjacent Pantego Creek. The site was filled and graded upon completion of the
demo work. Minor CAMA permit no. 0 1 -0 1 was issued on 29 June 2001 authorizing the filling
and grading work.
The project site was subject of a Major CAMA permit review in 2007 submitted by the
previous landowner Dixon Hoyle .Partnership LLC. Major CAMA Permit No. 195-07 was
issued on 14 December 2007 to Dixon and Hoyle Partnership, LLC for the development of the
property into a ten unit condominium with associated amenities including a 6' wide x 125' long
ten slip pier. The property was subsequently sold by Dixon Hoyle to the current owner, a Mr.
Murphy Moore. The aforementioned Major CAMA Permit No. 195-07 was transferred on 22
December 2010 to the current owner. None of the work authorized by this permit has been
undertaken.
The Town of Belhaven has an easement on the property along Wynnes Gut. The Town
applied for and received Major CAMA Permit No, 122-09 on 17 September 2009 for the
construction of a dock/boardwalk with 9 slips, some bulkhead work, parking and a picnic
pavilion. This work was funded through a Boating Infrastructure Grant, administrated on behalf
of the US Fish and Wildlife Service, by the North Carolina Division of Marine Fisheries. The
dock/boardwalk and bulkhead have just been completed earlier this year. Other than these recent
development activities the site remains vacant today consisting of bare compacted dirt and
opportunistic, scattered.upland grasses.
The adjacent riparian properties to the east are both commercial railways used to haul
boats for maintenance and repair. The third property to the east is a condo and marina project
"Day Beacon no.9". The next property to the west is a regional hospital.

Major Modification of Major CAMA Permit No. 195-07
Belhaven Fish and Oyster
Town of Belhaven
Beaufort County
Page Two
The riparian area in Pantego Creek within 100' of the nonnal water level (NWI.) is
generally shallow (3' to 4') and is full of debris from the previous, abandon industrial
development. The creek bottom is littered with broken concrete rubble, tires, steel cable, relic
pilings both above and below the surface, etc. The US Army Corps of Engineers, Navigation
Branch, maintains a navigation channel offshore the project site. The navigation channel is 372'
offshore the NWL. The channel setback is 52'. Water depths deepen gradually reaching 5' or
greater beyond 200' from shore. The Wildlife Resources Commission classifies Pantego Creek
as Inland Waters. This area is closed to shellfishing.
Project Description
The new owner request to modify Major CAMA Pen -nit No. 195-07 to construct a longer
and wider pier from 6' x 125' to 8' wide x 262' long to accommodate ten more slips for a total
20 slips. The slips will be perpendicular to the main pier structure. The applicant is requesting
more slips in order to provide dockage, fuel and a marine pump out to transient boats traveling
the Intracoastal Waterway. The proposed slips will be shifted further offshore than originally
proposed, to avoid the concrete and assorted debris and take advantage of slightly deeper water.
There will be 10 slips with a dimension of 18' wide x 30' long, 6 slips with a dimensign of 16'
wide x 30' long and 4 slips with a dimension of 14' wide x 30' long. Access to the slips will be
provided by 10 - 3' wide x 16' long finger piers. The applicant is also proposing an 8' wide x
60' long T-Head platform at the end of the pier.
Anticipated Impacts
The proposed project will result in additional boat traffic in the project area and their
associated impacts. The pier will shade 3,056 ft2 of Pantego Creek bottom. The slips will
occupy 9,960 ft2 of Public Trust Area in Pantego Creek. There will be some localized short-term
turbidity during construction of the proposed pier.
Steve Trowell — Washington Regional Office — 18 April 2012

T.J.'s Marine Construction LLC
North Carolina Licensed General Contractor No. 68281
P.O.Box 125 Pantego, N.C. 27860
252-943-6677 Office
252-943-3949 Fax
email: [e-mail]
March 29, 2012
Mr. Steve J. Trowell
Coastal Management Representative
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Trowell:
Please find enclosed the following; Form DCM MP-1 and DCM MP-4 -Structures
Application, and a Plat drawing of the proposed project. This is in regards to the Major
Modification of Major CAMA Permit no. 195-07. The aforementioned permit was
originally issued to Dixon -Hoyle Partnership LLC on December 14, 2007 for the
construction of a ten (10). unit condominium and associated ten (10) slip pier at the
former Belhaven Fish & Oyster site. It is located south of the intersection of Pamlico
and Waters Streets in downtown Belhaven, adjacent the Pantego Creek and Wynn's
Gut, Beaufort County, North Carolina.
The enclosed is a request to - extend the pier of the above referenced Major
Development Permit already issued. Mr. Moore is requesting to extend the authorized
Pier to 262'. He would also like to increase the width from a 6' wide to 8' wide. He
feels that due to the increase in traffic on the pier it would be safer for people passing
and carrying items to and from their vessel. People will also be getting on and off of
vessels as well as using the power and pump -out stations that will be mounted. He is
also requesting a 8' X 60' T-Head platform at end of Pier, and increasing the amount
of boat slips from 10 slips to 20 slips. Visitors will be using this area for fuel service
and as dockage transit. One other reason for the request is deeper water for docking.
A check in the amount of $400 is also enclosed. Don't hesitate to call with any
questions 252-944-5555. Thanking you in advance for your consideration in this
matter.
Sincerely,
T.;I:'s MAR11 E CC/)N�15't1JCT1ON, LLC
Tobin Jay Tetterton, Sr.
/pbw
w/aural request
enclosures

1'.{A rar4JJ'i4�S
h(URPHY H MOORE INS
A uthorked Anent Consew Agreenwrrt
lie rby authorize Tobin hiy'Y Atterton of
(PrAper'iy 0tivncr(c) )
TVs Marine Cohstriuctlon, L.LC to nct on my behalf in obtaining CAN'. � permits f0v
the IOU160n t)CIOW.
.PRQPERTY AJ) DI,SS:
PROPR,RTY OVVNERS a1!1•AILING ADDRESS:
PROPERTY O'4h'NER'S SMNATI
AUTIJORIZED Ah G,ENT SIG AT
DATE:
LV/Ap,Shwrizcd Agent Cnnscni ,q. cc,

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
Ncrlh Carolina DIVISION OF COASTAL MANAGEMENT
7. Prima r ler�i�X;`T
Yll.
Busine5s. Name
Pr JI'leci N a {1( applicable)
�G
0, 1
Applicant 71cant 1: First Name
tol
Last Name
-ur
App6cant 2: First Na e
MI
Last Name
It additional applicants, please attach an additional oage(s) with names listed.
Malting Address
PO Box
Ci y
Slate
C
nc
ZIP
C�untry
Phone N
FAX No.
Li s
rR
7 Z
Street Address (if 0L(enf from above)
City
SWL
ZIP
Email
2. Agep -t 6"�?d �6. P
IQ
:t
Business Name
Aar V\ 0-0
1 9�1
Agent/ C22Lact��L,,. First Name
M1
Last "am'!
L,
--
/ e_6,,ivlj
—
enz] Contractor 2: First Name
MI
Last Name
Maiiir ddress
PO Box
Cit state
ZIP
Phone No. 1
Phone No.
FAY, No.
Contractor-#
2,,ei �Address
(ildifferefil from above)
0State
-,J/ J4) C----.
zip
Email
9
<Form continues on backs

Form DCM MP-1 (Page 2 of 4)
APPLICA71ON for
h4ajor Development Permit
3 P.ro�ec;�vLoca'fibn< r'�,�.a4z�tv
�? `
y (can be mi+llip)
S et Address
Stale Rd
�or
Q�1,
Sub 'vision Name
City Stale
Zip
s-
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext,
a. In hich NC riverbasin is the project located?
ter�Wet
b. N e of body of w er nearest to proposed project
into
c. Is the water body idenfified in (b) above, natural or manmade?
d. Name i cwlsest ma' r water body to the proposed project site.
❑Nalural DManmade ©Unknown
e, is proposed work within oily limits or planning jurisdiction?
f. If appli ble, Iist the planning jurisdiction or city limit the proposed
I�Yes ONO
/
work falls `thin
:Xh 0
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.fl.)
c. Size of individual ioi(s)
A
d. Approxi ate elevation of tract above NHW (normal high water) or
/1%
N1NL (normal wafer level)
(1f many lot sizes, please af�h additional page with a list)
❑NIHW or WL
S�I
e, Vegetation on lracEc��J
e �
f, Man-made feattwes and uses now on tract
A A ei
g. identify and describe the existing land uses adjacent to the proposed project site,
The property adjacent to the Northwest of the site is owned by the Town of Belhaven and is undeveloped.
The adi;lcent parcel to the Southeast is fisted as being owned by Lonnie I.ee Hodges. The adjacent Hodges
parcel Was used as a marine rail for hauling out boats for service.
h. Now does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
m�r• j C J� S 111 �' SS
(Attach zoning compliance certi(icate, if applicable)
es ONO ❑NA
j, Is the proposed activity par, of an urban waterfront redevelopment proposal? ❑Yes polo
k. Has a professional archaeologEcal assessment been done for the tract? If yes, attach a copy. ❑Yes t$No ❑NA
If yes, by whom?
Is the proposed project locates in a National Registered Historic �istricl or does it involve a ❑Yes �No ❑NA
r
National Register listed or eligible property?
<Form continues on next page>
75LL•803-2Si7S 1-�-8R-4 R C 0 AA ,T ,. vv,ve nr.nCi;o");,t01111 Rnac}ernv1-1f,r;=i

Form DOM MP-1 (Page 3 of 4) APPLJCAT1Or4 for
.Major DeveloRr alit permit
M. (1) Are therg wetlands on the stio? ❑Yes ENO
0i) Are there coastal wetlands on Cie site? ❑Yes E]No
(ql) It yes to either (1) or fi above, has A delineation boat conduct d7 Oyes ONO
(AKach doc9nenlaron, it available)
�. Describe erQ;Ung wastewat(lr trsal:nant iaciliiies.
Wastewater treatment is available from the down of Belhaven Wastewater Treatment Plant
o 0esaibc; "-Mine drirlWng watersuppiy source.
Drinking water is available frorn the T'o m of Belhaven Water supply system.
P. C=nbe ox}st+ng storm water rnan&gomert or tra.3trnent systems.
There we no eAsiting stormwater features on the site. The applicants tuft) pursue a site speciric siormwater plan through rite
DIAslon of Water Quality.
5. ActIvWes and Impacts
a. Wtlltra pc*Xrct be IOr Comrnerdal, pubbC, or private M67 rCanmgrcial ❑F'utsIICJGovemment
t)Prirate/Cornmunit/
b. Give a brief dcscdpUOn of pu,-posa, use, and daily operations of tho project w ion cc npletm
See Asia hetl
c. ❑C3cY1be the proposed const;crdion metYtiodology, t}rpsc oS construction equipment So bo ucud during a7nstrucllon, the numt�r of e.<rch typo
Of equipment and whore it is to be stored.
Ed. List al develppnt -. acljvitias you propose.
A ff'nj) e
©. Are the proposed ac: i i&z mantenance of an exiating pro]W. now work, or both? New W Or'r(
f. What Is w e approWmat© total c'rmrbec Ianc aroa re-_ wll rg fnxn the proposed project? 0.88 ❑Sq.Ft or QAcres
g. MW the proposed project encroach On arty' public easement, public accuss.ray or ot:h r area w �.os 18No ❑NA
that Iho I: s- iIc kiss ostabll Ii C use of?
h. Describn location and type of existing aryi.propased ducharges to walars of the state,
Thore will be no discharges to waters of the stale. Please note, the site was iorrnorly a comrner6at seafood processing
business with nearly 100 percent imervious coverage. However, the sate has been demorished for several years ncnv and
and a good majority of the impervious surfaces have been removed, The proposed development wIll conform to ail
applicable DLVQ requirements for stormwater,
i. Will waste r+utor or stnm5waler be die arged into a wetland? ❑Yes ISNO ❑NA
II yos, Will U1is dischargod water be of the same safrnity as iha3 receiving walar? ❑You ONO ENA
j, t; there any Miugntion proposed? _ ❑Yes ENO DNA
If yus, attach a mill.^,adon proposal.
<Form continues on Mcfo
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'• ajar Devalopmt: nl a7ermit
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pacRa�o !d jt1 corn ldrg' 1,7h11� l } � tv j { 1�d t11Q'to,dfiV alt )ir fa�dbp old o} ,�'fl'j P�Yda a ':I the,'a
1 >z, rid yy
e, A proJact narrative. r•
6, Ar accurate, doted war �fot (Including plan view gntl ora9a RppllGnal drdwi5o)Trdwn to scale, PlaatIc give r: pr�5en(sla tis r� file
progocad projoCl, Ia any particn already complete? If prevleully adtharizod work, cicarty Inrficsta on maps, plrlte, drawings to dlstinguia},
hctwoon work oomploted +vend proposed,
c. A al;o ar Iocatlon rrrop thol to attfflolcnttyCetallnd Ie gulch agency porounnol unfarnIllarwith the area to the situ.
d. A copy of tl10 dead (with s'.ate application ahly) or olhor instrvmont under whloh the applicant elalms tide tO thr r- o de -prop©rhos.
• �fA f7
e. The appreprlale appllcatlen tea. Chock or money ardor (redo payable to 017R,
r, A list of the names and oa+nplole adarossos of the adjacent waterfront (rlp;iHon) Landowner& CA slpned r[ twk ')colple an proof thct steel,
Owoor8 hovo rtceival 9 Qippy of the appllcatlon and plats Oy GerUod meil, $u:h inndowncrs must bo advisee 'tat #hey havo 30 d,nys in
which Ie xub:nil mtmrnenlr; on Lilo proposed projectto the nivlz+lon of Coastal Manaesmant,
Addrp6S rl klYrr�4hr1��I� �/
Noma Ve �FbI O Orr�lC o—y' �d Phone No. I!i y3
Addrae8�oa 1 Est >���ave� ��. �y�6�
flirt} �11�0--
1,.11]rl7 rjl ti.
g, A list of prevllouus state or 1'ademl parmitt Issued for work on Iho project tract, Includo parmh numbom, parmith I, and 14suing date$,
h, 81Gnad conauilAn(or bgaril au(horizatton form,lf applicable. ��
I. Worland delineation, EI ne';essary,
j, A sipped AEC ha"erd ncllao for pmjsels in oceanfront and Ynlet areas. (Mr of Art signadnYFmpert} oWnerJ
k, A stc cmont of eompIIanc%AlIh the N.C. trnvironmaitaI policy Ao1( , „ 0,a 113A i-10), it neaoaaary, If lhn v �jaot invoivae axpondlwra
of publlo funds or uea of pubtio Ianda, attach a stalernent documenting oompilancn with the Norm Camilna Eril-oonrrental Policy Flo;,
(�4I
I understand that any perlrllt Issued in response to this app Icatlon will allow only the developi rlent d ' Scribod in the appllceHon,
Tha project will be subject. to the conditions and rentrieboris contained in the permit.
I certify that I am authorlx°d to grant, and do in sect grant permission to represontat!vas of state and I tderal review agencies to
enter on the z(oremenlloned lands in connection wilh evaluatlni� Information related to this perml application and fa}low-up
monitoring of the brojea,
I N111-ter ccrilty 1nat/the Information provided In this appRo-Oon is tri4iful to the bestof my knoAedgt:.
Date — l r -_ Print Nnme
Slgnaturs�'
Please indicate application attachments pertalnfng to your proposad prrpjoct.
pDCNI NIP-2 Ex:•svatlon and FIII Information QIDC2 IVP-6 Bric'pes and Culverts
❑DCrA }Yip-3 Uplond Devslopmant
XCM I'NP-4 Structurms Information
zsz•noa-uava :: ') RQS•4RC0AS'1 :t WWth.nc-0v95t0tmInot 9" 1ent.nct

DCM MP- t
Belhaven Fish & Oyster
IMurphy H. iVloore
5. Activities and Impacts
b. The proposed project is the construction of residential multi -family housing units with a
dock, 10 slips for the housing units and 10 to be used for transit vessels. Daily
operation will be consistent with the type of multi -family residential waterfront
development With slips and transit boat traffic. The slips will be open to the public with
fuel services and marina pump out station, this will be available for the housing units
and transit 1CW boat traffic.
c. Barge will support excavator used to drive Filings with hydraulic vibrator hammer.
Excavator and barge will also be used to remove visible pilings. Standard carpentry
tools: saws, pneitematic hammers, etc.
The applicant proposes to modify proposed twenty (20) slip piers by extending the
original permitted length from 6' X 125' to K' X 262' All other purposed development
including 10 unit condominium and association swimming pool and parking to remain
the same.
6.Addi tional Information
The current authorized pier (Permit Number 195-07) has a
dimension of 6' wide x 125' long. We are requesting to extend the authorized
pier for a total length of 262'

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM NIP-1 . Be sure to complete ail other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
7. DOCKING FACILITY%MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
VCemmercial ❑Public/Governmenl ❑PrivatelCommunity,
❑ This -section not applicable
b. . (i) Will the facility be open to the general public?
[]Yes ZNo
c (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? j;Yes ❑No
(ii) Number I_ -
If yes'.
(iii) Length
(ii) Number Jo
r
(iv) Width
r
(iii) Length?�0
(v) Floating ❑YesNo
(iv) Width �7
(v) Floating []Yes 54No
e (i) Are Platforms included? Yes (:]No
f. (i) Are Boatlifts included? ❑Yes ;S�No
If yes:
If ves:
(ii) Number
{ii) Number
y/
(iii) Length &0
(iii) Length
(iv) Width �
(lv) Width
(v) Floating ❑Yes gtJo
Note:. Roofed areas are calculated from driplirne dimensions.
g (i) Number of slips proposed
h. Check -all the tvpe's of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
—G'urren* Aeaf 'Y) t+
maintenance service
Dockage, fuel, and marine supplies
_/Di
qu Los f 10ael J t+, CA4 1 S)
K Dockage ("wet slips") only, number of slips: �Q
❑ pry storage; number of boats:
❑ Boat ramp(s): number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
❑ripen water, dredging for basin and/or channel
%open water; no dredging required
❑Other, please describe: '
k. Typical boat lenglh:dL.-J0 "1 �
m. (i) Will the facility have tie pilings?
Yes ❑No
(ii) If yes number of tie pilings?
LEa
j. Describe the typical boats to l served (e.g., open runabout,
charter boats, sail boats, mixed types)
M&J ry0e--
I. (i) Will the facility be open to the general public?
Yes ❑No
� .. �-k�£sJ3.rrS�a�':?l•.;dS ;' 'lt��'6/wA�� ���:'t•...`�r'=t&s_.2'r"i

.. •s�> ; ` j yl G I;truc"u:es, Pagt., 2 If 2)
12. DOCKING FACILITY/MARINA OPERATIONS [I This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Nlumber: Location:
b
❑ Showers
Boatholding lank pumpout. Give type and location
Describe trealmenl lype and disposal location for all sanitary wastewater,
C. Describe the disposal cf solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
—7-1 _ - . i - // _ — _ 0 // - - - . .
e. (i) Give the location and number of "No Sewage Discharge" signs proposed
t i> 1
(ii) Give the iocatlon and number of "Pumpout Available" signs proposed.
f Describe the spedtal design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
S
g. prX
ere wil! )esidue from vessel maintenance be disposed of? /
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of
an�existing marina, what types of services are currently provided?
-a�a••cn�ai:... j-;;�3-�b%:O&i�'� :.VvV"v- nr_c:or�;c;atashama.s�estsessh,��i revssed sYl:,if+�u

m. Is the rn �i` /docking facility proposed within a primary or secondary nursery area?
❑Yes10
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ppNO
c. Is the marinaldocking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CVV ❑$AV ❑SB
❑WL None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑YesN0
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s)
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
(ii) Number
(iii) Length
(iv) Widlh
Note: Roofed areas are calculated from driptioe dimensions
4. GROIN (e.g,, wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) s not applicable
a. (i) Number klisection
(ii) Length
(iii) Wiuth
5. BREAKWATER (e.g., wood, sheetpile, etc.) his section not applicable
a Length b. Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
6..MOORING PILINGS and BUOYS This section not applicable
a Is the structure(s):
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc )
S M � -7 (} -824 -4 :COLi Y r. w +uv.nc cfaastalot ars eraz�nt.e�r_ revised: 12J27(06

— - —• -- •rip+ ,•.•al, I J f Y (�� I Y J J 7lLlttrtll tl MOURh 1,NS
's'r�h"•"+r"� �1�CrP1�} 4'�il�'a-1fti +�.�.Yt;'Jf'Ml<:'�`,Ilr'S<_R. �AarUi,'t9 t?• rsL di)
RAW
a. nraxlmity of GtnXWM(S) IC adjICC!nt flAafian property Ilnrts t. proxlmky of sttucWre(s) to adjaccr t docking fecilltles-
�� r-
A� in
Note: For buoy or mooring nng, uac orc ey swing incfudIng iength
ar Vosser.
C, Width of water body
7/]/}() f
e. (1) will navlggtionm alds be reoL'ired as a result of the project?
❑Yes &Ja ONA
(li) If yes, exDloin what type and how they wHl be Implemimted,
d W er depth at watemlird end of , truatum w NLW EED
S,�IITIIE�R„� � , � , ' � '� .. •, • ; '[�,i1iiSSpcf(on,rtOt,tl�lplicsble
a, Give corr,pfcte description: .
`Deter ,�, •Y, i„�! '
--'r^�a--lam;. r•�ti'''''�', ..,,. � f '
Proe `Name•":;,•
!,
Applican ;+ ,
f . /Y ► j...
A*ctanrSignZtUr
I.l;:-,,., �.�-�enivrTn 1�13t_t�"g

WD ALONG THE
�i
rn
0
A3
'500
00
0(
A
;-M TER
-�-i EZVAT7CvY 1.115'
416w7 2,V
MURPHY H. MOORE rn�c�
BELHAVEN FISH & OYSTER
1/31/2012
DRAWING SUMITTED BY: Tobin J. Tetterton
NTS — Dimensions are shown
FUN,'_2 Dt5 TPIC T
-NNE"
c,00
TAR-PAII ZOIE 5E7CK
LOWS LEE HOP5E5,

North Carolina Secretary of State
http://www. secretary. statc.iic,us/cotporations/Corp.aspx?Pi tcntld=78..
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PQ I-,-K'Z962' Raluigh. NC 27626-:♦r22 4918:IB07-2000
Date: 2/21 /2008
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Corporation Names
Namo Name Type
NC Day Beacon Legal
#9, LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
0809900
Current -Active
10/26/2005
Domestic
NC
Perpetual
Dixon, John. W.
Registered
103 East 8th Street
Office Address:
Nags Head NC 27959
Registered
PO Box 1327
Mailing Address: Nags Head NC 27959
Principal Office
103 East 8th Street
Address:
Nags Head NC 27959
Principal Mailing
PO Box 1327
Address:
Nags Head NC 27959
1 of 2 2/21/2008 4:20 PM

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Quible SINCE 19S9
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trad • RO. Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Mail: [e-mail]
Dro��aje Areci.' �3, 058.57 (1,4S nc.)
JOB be'nec)), L' `� �f t1 I
SHEET NO. 1 OF _
CALCULATED BY DATE?I+ISP�
CHECKED BY DATE a
SCALE
32, 9O of
ui/ cl I a; Z n z"'12,130 fV},�o,ur��j a. r�/Nct vb+cicroc�Elr��
Tu/.� i 4 g. sF
1�'j 3 74
r
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,
jkree .Ira. a Stara . 1:;,.l-oi. a11. fItirck d.J1r...,,{�
3, 0 96 1 �, 54�
a•.o 3,169
3, 2,,.656
Toia1 Stofaj-e arov(cle4( minvs sappOr� ,�5 : 4( 203c7-c
41166 of 4,of. c�
S vra�� prvyrnroG ' �z� 1 Skvra.�� PWJ- /;';"'
VEC'7V
JAN
DWQ
PROJ. #

JOB
Quible SlNCF, 1959 CL
SHEET NO, OF
Quible & Associates, P.C. CALCULATED BY. _ DATE
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trad • RO, Drawer 870 • Kitty Hawk, NC 27949 CHECKED BY DATE
Phone [phone] • FAX [phone] • E-Mall: [e-mail] SCALE
r -
Co �14,632,-r x0,3i.6.-058 s� 0,76.
61,053 _tr� O , Ac)
6-
76 7. 5 c f5
-i CLecL wee . ca'c.: �ai cr�rc
.3'X
Cx - C L. Ff
ea! H=.O..¢ CO.3
2.8
3 i
lLJe'I:L,' J, %' 1o'yr WS.C,! 6.,:Ca7
T OF, C' : cr. 1 S }orm r.l�ipoi^ �e L,;e't" 5 i r, irr'
Sut:� �:�a} ♦-4•.�re. i� r�e�l,�Ii�l� hyGi','<,I.;;rc. cfr�a'�' ]f•fv�'�>:.: � !f.,t-� . . .
=7 Cs, ery/ surf r= f ..4"11G1 N-!� CPP@ 76 c�5 `%Ft..
-'� use �� " rf ����- N I� �' NJ�. ri•.; oG-t•r���� .

Q u f b l e SINCE 1959
Quible & Associates, P.C,
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYNG
8 Juniper TraR - P.O. Drawer 870 - Kitty Hawk, NC 27949
Phone [phone] - FAX [phone] - E-Mail: quible@earth(Jnk.net
J013
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
A be 4;/'
J, :�/' P) 1 rCC':,( 'CCvL"/
r. LAI
fo
76
772
.4, 4 4
for 46 puiff6e.. CC c-, �
fit erjllavS' c1dri L_21)

JOB y1'>'!�Cvn'
• Quible SINCE' 1959
SHEET NO. OF�6
Quible & Associates, P.C. CALCULATED BY DATE
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949 CHECKED By DATE
Phone [phone] • FAX [phone] • E-Mai}. [e-mail] SCALE

JOB
SINCE I959
Quible
SHEET NO. OF � 6
Quibfe & Associates, P.C. CALCULATED BY 08 DATE
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVFYING
8 Juniper Trail • P.O. Drawer 870 • Kltty Hawk, IBC 27949 CHECKED BY DATE
Phone [phone]DO • FAX [phone] • E-Mail: [e-mail] SCALE
C/OCrt. oulzz."ai /C� 1 fi,. ,iICS'r{' f:' ''
FiW cl
oC C',7 x l.c'
:7' ±? =
172, Cf
2, 960 S F
@C - L.9 x /.0
i_':'e.
ya�l,O,.JW.Q;C
r
J�O./old
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Aria ; . i, S • C. � .- 0, 75' ,� 4...
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6%.1�
L�0 %5 t�Ilf =
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5iooie c^ r. 1; :s
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110 G{r
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Quible SINCE 1959
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O Drawer 870 • Kitty Hawk, NC 27949
Phone [phone] • FAX [phone] • E-Maii: [e-mail]
JOB 031P� 02V 8RrA6 M su11�i
SHEET NO. OF
CALCULATED BY OIL DATE
CHECKED BY
SCALE
� -ren
DATE

niinncnnd 11;02 2524418209 DIXON & MEEKINS PAGE 02
q�r9c.._-
h

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
January 23, 2008
Mr. Scott Vinson
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Additional Information
Modification to Stormwater Permit #SW7051 1 10
Proposed Swimming Pool
Dear Mr. Vinson:
We have prepared sonic additional information for your use in reviewing the above referenced
Stormwater Permit Modification. Enclosed, please find the following items:
P.O. Grower 870
Kitty Hawk, INC 2N49
Phone:[phone]
Fax: [phone]
PRINCIPALS
Sean C. Boy4e. PE.
Joseph S, Lasslter, C.E.P.
Eduardo J. Valdlvleso, P.E.
ASSOCIATES
Joseph J. AnIcuf, P.E.
Kathenne C. Marchello. P.L.S.
• Two copies of a revised plan with a second cross-section of the pool and infiltration basin shown.
• Revised calculations which discount the structural pilings supporting the pool and pool deck
from the infiltration basin storage calculations. A Piling layout is attached to these calculations.
• A maintenance narrative / executed maintenance agreement which addresses the maintenance of
the infiltration basin underneath the pool deck and the pool.
If you have any questions, or require any additional information, please do not hesitate to contact meal
[phone].
Sincerely,
Q ible & Ass ciates, P.C.
David A. 1 eel, P.E.
enc: as stated
cc: Mr. John W. Dixon

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
November 6, 2007
Mr. Scott Vinson
NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Modification to Stormwater Permit #SW7051 110
Proposed Swimming Pool
Dear Mr. Vinson:
RO. Drawer 870
Kltty hawk NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, RE,
Joseph S. Lassiter, C.E.P.
Eduardo J. Voldlvieso. P.E.
ASSOCIATES
Joseph , Anlauf, PE.
Katherine C. Morchello. P.L.S-
NOV 15 Z007
Day Beacon 49, LLC proposes to construct a small swimming pool over top of one of the three
interconnected infiltration basins previously permitted for the I3ay Beacon 49 site in Belhaven. The pool
and pool deck will be elevated and supported on pilings such that the storage within the infiltration basin
is preserved and access is provided beneath the pool and pool deck for maintenance. The proposed pool
installation results in minimal impervious area increases (208 sf' for the pool house and 50 sf for the
sidewalk / ADA ramp) and the existing interconnected infiltration basins have adequate capacity to
handle the slight increase in runoff.
Enclosed, please find a Stormwater Permit Modification Application specific to this pool addition. The
following items are included and shall be considered part of this submittal package:
1. Review Fee Check for $505.00
2. Two (2) copies of the Storrnwater Management Permit Application Form wltwo (2) copies
of the Infiltration Basin Supplement and Maintenance Agreement (original signatures included)
3. Stormwater Management Plan Narrative
4. Two (2) copies of the Plan
If you have any questions, or require any additional information, please do not hesitate to contact me at
[phone].
Sincerely,
ible 4&s cia es, P.David P.E.
enc: as stated
cc: Mr. John W. Dixon

Stormwater Management Plan Narrative
Modification to Stormwater Permit SW7051110
Day Beacon #9
November 5, 2007
General
The following narrative will detail the modification to the previously approved Stormwater management plan
(Stormwater Permit SW7051 1 10) for the proposed addition of a pool at the Day Beacon #9 site in Belhaven, NC.
Day Beacon #9 is a multifamily residential housing development located on 2.20 acres of land located on the south
side of Water Street (East Front Street) between Edwards Street and Pamlico Street. As per state regulations, a high
density permit was approved for the original development of the site as multifamily housing.
This modification proposes to install a small swimming pool over top of one of the three interconnected infiltration
basins. The pool and pool deck will be elevated and supported on pilings such that the storage within the infiltration
basin is preserved and access is provided beneath the pool and pool deck for maintenance. The proposed pool
installation results in minimal impervious area increases (208 sf for the pool house and 50 sf for the sidewalk 1 ADA
ramp) and the existing interconnected infiltration basins have adequate capacity to handle the slight increase in
runoff.
The following narrative, application and calculations will demonstrate the parameters of the original design with the
addition of the swimming pool improvements and will illustrate an effective stor nwater management system in full
compliance with all state regulations. -iEIVED
REC.
Stormwater Collection, Treatment, Storage and .Disposal NOV 15 2007
DWQ
Collection
psoa #
The stormwater runoff is collected and directed via site grading, curb and gutter, and drop inlets which convey runoff
to the infiltration basins via storin sewer. The storm sewer consists of double -wall 24" I-IDPe pipe and also serves to
interconnect the three basins such that the storage level in the basins will equalize during a storm event and during
infiltration.
Treatment
The basins offer several methods of stornnwater runoff treatment prior to release. Runoff from paved areas sheet
flows to drop inlets and is directed to the wet detention basin via a storm sewer system. Large particulates and debris
accumulate at the drop inlet grates. Runoff discharges from the storm sewer system via upwelling within drop inlets
placed within each basin. This upwelling also serves to trap large debris and sediment within the drop inlets (which
will need to be cleaned periodically as part of the maintenance of the system).
The basin bottonns are currently grassed. This plan proposes that the basin bottom under the pool deck be covered in
a layer of clean sand. The basin side -slopes which are not covered with pool deck or walkway are to remain grassed.
The basin side slopes which are to be covered with pool deck or walkway are to be lined with a 4" thick layer of #57
stone over filter fabric.

The runoff undergoes filtration of fine particulates and pollutants by the vegetation within not only the basin and
swale bottoms but also the basin and swale side walls. A second treatment method is also available when the
stormwater runoff infiltrates into the subsurface. When the water passes through the void spaces between the
particles of soil material particulates and pollutants that have a particle or grain size larger than the void size will be
filtered out. In addition some pollutants will adsorb to the surface of the soil particles. The benefit of this adsorption
will prevent the pollutants from reaching the water table and in some nutrient and microbe rich areas existing within
the subsurface the pollutants will be consumed as food and undergo a natural biodegradation. if the weather yields
precipitation that exceeds the storage capability of the basin system then the accumulated runoff will overflow the
stone sewer via upwelling within a drop inlet located on the west side of the property which discharges to a 46'
vegetated swale.
Storage
This infiltration basin system offers a portion of storage above the ground surface and a portion of storage within the
void spaces available in the subsurface. The runoff generated by a 1 inch storm will require 4,010 ft' of storage.
The storage available above the ground surface is 4,203 ft' (equivalent to runoff generated by 1.05 inch storm).
Additional storage is available within the subsurface in the two (2) feet of separation between the basin bottom and
the seasonal high water table and the additional separation between the submerged basin side -slopes and the seasonal
high water table. A more detailed discussion of subsurface storage volume can be found within the soils section of
this narrative.
Disposal
As discussed in previous sections the majority of stormwater runoff entering this management system will be
infiltrated, therefore infiltration is the primary source of disposal. The system has been designed with storage so that
this site will have the capability to handle in excess of a 1 inch storm event. At such time that the capacity were to be
exceeded the system will then overflow into the adjacent grassed Swale (vegetated filter) via upwelling within a drop
inlet structure.
Soils
At the time of the original permit, Quible & Associates performed on -site soil borings to verify soil type and
determine elevation of mean high groundwater.
Information collected on site indicated that the soils found throughout this site were composed of a mixture of sands,
fied significantly over time through the urban development of silts, and clays which have been deposited and modi
this area. These findings generally correlate with the description mapped and discussed in the United States
Department of Agriculture, Soil Conservation Service, Soil Survey of Currituck County, North Carolina, which map
the soil for this site as follows:
Ur - Urban land, Urban areas which have generally been greatly altered by cutting, filling, grading and shaping.
Infiltration rates can vary wildly within these soils. Pursuant to this variable condition, Quible & Associates
performed multiple soils borings and slug tests to verify minimum adequacy of the soils with respect to infiltration.
Soils boring logs are included in the appendix of this narrative. In order to address the variability in the in -situ soil,
the entire infiltration basin footprints (below the 6' contour) were excavated to a depth of 5 feet below grade and
backfilled with sand (SP Soils).

As mentioned in the storage section of this narrative a more detailed description of the method of determining the
subsurface storage volume available as a function of the soils would be discussed in this section. The following
determination of the volume available in the subsurface is based on the definition of Porosity: The ratio of volume of
void spaces in a rock or sediment to the total volume of the rock or sediment'.
Pal•o.sily
Vohnneofpoi-espac'ex 100
= rl =
Volunteof birlksolid
Table 10.3. Typical Total Porosities.`
Material "
Total Porosity {%)
Unaltered granite and gneiss
0-2
Quartzites
0-1
Shales, slates, mica-schists
0-10
Chalk
5-40
Sandstones
5-40
Volcanic tuff
30-40
Gravels
25-40
Sands
15-48
Silt
35-50
Clays
40-70
Fractured basalt
5-50
Karst limestone
5-50
Limestone, dolomite
0-20
"fable 5.1 Porosities for Conunon Consolidated and Unconsolidated Materials
Unconsolidated-
Sediments
(%)
Consolidated Rock_ s
(%)
Clay
45-55
Sandstone
5-30
Silt
35-50
Limestone/dolomite
1-20
Sand
25-40
Shale
0-10
' David M. Nielson, Editor, Practical Handbook of Ground -Water Monitoring, (Michigan: Lewis Publishers, Inc.,
1991), pg. 675
z David M. Nielson, Editor, Practical Handbook of Ground -Water Monitoring, (Michigan: Lewis Publishers, Inc.,
1991), pg, 406
3 Fletcher G. Driscoll, Ph.D., Principle Author and Editor, Groundwater and Wells 2"d edition, (Mimtesota: Johnson
Filtration Systems Inc., 1986), pgs. 66-67

Gravel
25-40
Fractured crystalline rock
0-10
Sand & gravel mixes
10-35
Vesicular basalt
10-50
Glacial till
10-35
Dense, solid rock
<1
Based on the information in the proceeding tables a value of 20% void space has been assigned to the sandy soils
located on the subject parcel. This value should be considered conservative. A distance of two vertical feet is to be
maintained between the infiltration basin bottom and the seasonal high water table elevation. Soil borings indicate a
seasonal high water table of approximately 2.0 feet MSL. The proposed infiltration basin bottom elevation was
designed at an elevation of 4.5 MSL, providing for a vertical separation of 2.5 feet. Within this separation distance
exists a volume of soil containing a minimum of approximately 20% void space. This void space will become filled
with water and provides for an additional volume for stormwater runoff storage.
Calculations
A set of sample calculations can be found within appendix portion of this narrative.
Conclusions
The proposed pool addition is consistent with the original stormwater design, minimally increases the storage
required for which the existing basins have adequate capacity, and maintains the affected basin in a stabilized,
accessible configuration. The existing system will offer preliminary, primary and secondary methods of treatment as
well as an alternate method of disposal should the capacity be exceeded. The soils on site have infiltration rates
approximately 0.52 inches per hour, conditions ideal for an infiltration basin system. This proposed design will
more than adequately serve the stormwater management requirements of this site.

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Quible SINCE 1959
Quible & Associates, P.C.
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING I SURVEYING
8 Juniper Trail •. P.O. Drawer 870 - Kitty Hawk, NC 27949
Phone [phone] - FAX [phone] - E-Mail: [e-mail]
JOB
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
rt- _j . � (- Lf.loi4 � J." � , - 'I
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Q u i b l e SINCE 1959
Quible & Associates, P.C.
ENGINEERING - EWRONINAENTAL SCIENCES - PLANNING - WAIEMG
8 Juniper Trall - P.O. Drawer 870 - Kitty Hawk, NC 27949
Phone [phone] - FAX [phone] - E-Mall: [e-mail]
JOB
SHEET NO. _2 OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
L ;'q TF. 4.;C,,76�
L
A,
Q,C, _- /. 4,t (0, 76)&,?' - 7 S C t�
6
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N-1,:?,cf-flCq 76 4,f5 I
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Quible SINCE 1959
Quible &Associates, P.C.
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING
8 Juniper Trail * P.O. Drawer 870 - Kitty Hawk, NC 27949
Phone [phone] , FAX [phone] - E-Mdl: quible@earthlink net
JOB C. 3 1 H9 6 120 EL11,Le,
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
be
•
JO L-('! 1Y,.1 1-!, L-, ff.
1,4
7 7)
loy

JOB
Qu ible SIAVE 1959 OF
SHEET NO.
Quible & Associates, P.C. CALCULATED BY DATE
ENGINEERING • FWRONMENTAL SCIENCES • PLANNING • SURVEYING
8 Juniper Trail • P.O. Drawer 870 • Kitty Hawk, NC 27949 CHECKED BY DATE
Phone [phone] • FAX [phone] • E-Mail: [e-mail] SCALE
�r-�'r r ;: � c1'�G'!t', �_ ��G' i� r � � �• :� /'''tom ;
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I

1.
JOB _- rr =; 1 �'•_�
_.J�i. i ;;r�!c',
� � - .�i�l.t.r_-
ShVCE 1959
Quible
SHEET NO.
OF _--
Quible & Associates, P.C.
CALCULATED BY
DATE
ENGINEERING - ENVIRONMENTAL SCIENCES - PLANNING - SURVEYING
8 Juniper Trail - P.O. Drawer 870 *Kitty Hawk, NC 27949
CHECKED BY
DATE
Phone [phone] - FAX [phone] - E-Mail: quible@ec)rthlink.net
SCALE
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P,
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S11616LS 67 If
147 if fic, c�
j

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
h. 1°s
C)60 EE�S'�-I�rr
State of North Carolina'�d'
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
STORMWATER MANAGEMENT PERMIT APPLICATION FOMW 0 9 2005
This form may be photocopied for use as an original
DWQ-WARD
I. GENERAL INFORMATION .
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
01
l
Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
-- A o, &Pz 32 _
City: State:__[1j C _ Zip:_272A ?
Telephone Number: ( 2-5,�, } gql- .2a -
9. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
i - ' Q p6 p"
City: avers _ County: ( CZ,,CO3,f_
G. Directions to project (from nearest major intersection):
r&ei e ,�L o f t„ x. n F i w, d .51r�r� f i11CtiP� 5i���r
7. Latitude:_ 35° 3.2 ' Qy" Longitude: lb.° 3_7'19 "W of project
8. Contact person who can answer questions about the project:
Name: 001/jr A, f de _P� _ _ Telephone Number: 2 6
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
X New
Renewal Modification
Form SWU-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density ___High Density A Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
,Y\ CAMA Major XSedimentation/Erosion Control �404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748,
III. PROJECT INFORMATION
1. In the space provided below, summarize how Stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the ea � _ River basin.
3. Total Project Area: 2.Z Q. acres 4. Project Built Upon Area: ___64 _ 5_[_ %
5. How many drainage areas does the project have? _..I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
To tQ ,
Basin Information
I3rainalge.Area-I-
Drainage'Area-�- J
Receiving Stream Name
per„ e
Receiving Stream Class
#T53, �'C ' S W
` c- • IV i,e1
Drainage Area
Existing Impervious* Area
s
63.
Proposed Impervious*Area
f
% Impervious* Area (total)
Impervious* Surface Area
To la Brafrnage-Area+
Drainage Area-2-
On-site Buildings
22 ,
On -site Streets
Fsl .a • G'r 1m '
On -site Parking
a
On -site Sidewalks
33a 4
2, 524 5 f
Other on -site
Off -site
Total: 63,803
Total: 4
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived?_
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
rx c -:0 1 1 o as issued by the Division of Water Quality, These covenants pray riot be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted storawater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL, REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
In'tials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMF
• Permit application processing fee of $424-(payable to NCDENR) 94,0c,", '�F
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): auj},1a -shc i . P.G,
Mailing Address: _�0, Drclw'�/ 5 Zn.
City:__ LI)[I/ Paw + State:_. _ Zip;
Phone. ( 2 6 Z ) 241 - 33no _ _ Fax: ( Z5.2_ 1 202-.3f9O3
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) 16h11 W. po i
certify that the information included on this permit application form is, to the best of my knowl dg , correct and
that the project will be constructed in canf rmance with the approved plans, that the required deed restrictions
and protective covenan will be record nd that the proposed project complies with the requirements of 15A
NCAC 2H . l00
Signature: "V Date:
/17
Fonn SWU-101 Version 3,99 Page 4 of 4

Permit No. SU) 7051110
(to be provided by DWQ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality RECEIVED
STORMWATER MANAGEMENT PERMIT APPLICATION FORMDEC
9 2005
INFILTRATION BASIN SUPPLEMENT �Q�A�Q
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : Day BECLeQA Al
Contact Person: ��vi�� QF�� �, F Phone Number: 2-61 f3 1Qy
This worksheet applies to: Basin No. I in Drainage Area 1
(as idenldfied on plans) (from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
�1r_
(i -h or cf/hr/sf (circle appropriate units)
Z. 0 fmsI (Seasonal High Water Table elevation)
I inch (1.5 inch event for SA waters, I inch event for others)
C.f.
.2days
U ft. x Ua v le � `4_ ft. = �r Ps2� sq. ft. (bottom dimensions)
40 2o� _ c.f. �' 7oW 6yeca sl,vLon i5 i�eu5uldlL Frog 4tee L-11-5
Wkr+ck orr Fldq fcgej�& oncl fully. a, oie
4 6 _ fmsl
7 fmsl
6M5' fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach ,justification if a requirement has not been met.
A %fican,ts Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
Ni A e. System is not sited on or in fill material or DWQ approval has been obtained: 5; I co�sl'� I of
�,i3lt�rrc �i Il .
N1 _ f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
5y e'-' ploced r.-\ common ccrdQ.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
DAD j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
I. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
DAD m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
D�_ p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
Drf]- r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-f 03 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every ntnoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads - 0, 9 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: _ Mr. jo%n (,11. DiXONy 1Vluhtx�tnn P�t� hem _ __
Address: P.O. Ciax 13 2 7 . Na[}� Flgc.,� . AlC_ 27955'
Phone
Date:
Signatu .
Note: T116, 11y responsible party should n t be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president, n
I,qq Ug l t-h',lte_ M - ►"alr) k a Notary Public for the State of{11 �County of
do hereby certify that J191�'1� f � Ali personally appeared before me this 1 S-"t-
day of j)Q e r , Aw and acknowledge the due execution,of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,�� ,
SC�i Christina M. Mank
Ivisiary Public, State of North Carolina
Qualified in CurMuck County, NC
My Commission Expires Jan. 18, 20�
My commission expires_ _ti d p /
Form SWU-103 Rev 3.99 Page 3 of 3

Sw7 o5 I t ( C
Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
December 7, 2005
I ECEIVE�
DEC 6 9 2005
Mr. Scott Vinson DWQ_V�ARO
NCDENR `C
Division of Water Quality
943 Washington Square Mall
Washington, North Carolina 27889
Re: Stormwater Management Plan (High Density Application)
Proposed Day Beacon #9 Multifamily Residential
Town of Beaufort
Dear Mr. Vinson:
P.O. Drawer 870
Kitty Hawk. NC 27949
Phone [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lasslter. C.E.P.
Eduardo J, Voldivieso. PE.
ASSOCIATES
Joseph J. Anlaul P.E.
Katherine C. Marchelb, P.L.S.
Pursuant to our conversations yesterday, enclosed, please find an application package for a high density
stormwater permit for the above referenced project. This application is being made to be processed as a
fast track application.
The following items are included and shall be considered part of this submittal package
l . Review Fee Check for S4000.00 (included with cover letter to Lyn Hardison)
2 Two (2) copies of the Stormwater Management Permit Application Form w/two (2) copies
of the Wet Detention Basin Supplement (original signatures included)
3. Stormwater Management Plan Narrative
4. Two (2) copies of the Plans
If you have any questions, or require any additional information, please do not hesitate to contact me at
[phone],
Sincerely,
Quible & Nsociates, P.C.
—ovidAel,P.E.
enc: as stated
cc: Mr. John W. Dixon

t � �d, co►Sut�
sin�7�.st�lo
S�
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: Bill Moore �) , �C
Division of Water Quality
Y
FROM: Doug Huggett Respond to Doug Huggett
Major Permits Processing Coordinator Morehead City Office
Coastal Management Division
400 Commerce Avenue REapziv -Ei: o
Morehead City NC 28557
DATE: 3 November 2005 NOV " 4 2 UJ j
SUBJECT: CAMA Application Review DWQ-WARO
APPLICANT: Dixon -Hoyle Partnership LLC (Day Beacon #9)
PROJECT LOCATION: Beaufort County
PROPOSED PROJECT: Applicant proposes to construct two piers/docks with 42 slips, a
bulkhead along portions of the shoreline.and four buildings totaling 36 condominium units
with associated roads, parking, walkways, and utilities.
Please indicate below your position or viewpoint on the proposed project and return this form by
28 November 2005. Please contact Steven J, Trowel] at 252-948-3854, if you have any
questions regarding the proposed project. When appropriate, in depth comments with supporting
data are requested..
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended
changes are incorporated. See attached.
This office objects to the proposed project for reasons described in the
attached comments.
Signed Date
NthCarolitta
J�atrr 2
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Intemet: wwvnocoastalmaneoement.net!

9
. n ,

P d yPs ;:: ; , ..;FEEi43001601435100093
S62S 5253
243001602 435100055 7341 )
davebprnent Oul does not nvoive . ,.
:°'• S250
100% (5250)
0% (SC)
the Ong or e=P'250n of any
wetlands or open► wales areaC
'-
.
>G�.PuhAe or eottur�erdal development
_ .,a
,
that does not krvoim the Ong or
S400
100°J° (S400)
0% ($D)
axtavalon of any viands Dwr. openV.
III. For development that involves the
_
rgiing andlor excavaf3on of up
acre of v wancis andlor open Nratec
areas determine If A 13. C. or D -
hslow applies
.
1t1(Aj For Private;norrcommenaal
development If General water Quality
S250
100% (S250)
0% (S0)
Ce0=5on Na3301 (sea attached)
can be applied:
III pB For pubar or
developmexst d General water Duality
5A00
100°� (i400)
Ce.rfdrea6on Nc3:i01 (see'attached}',
-
ran be applied -
111(0} If General Water puardy
Certification Na 3301 (see attached)
could be appled, but nGN3 staff
determmed ttiat addrtionaf review and
$400
60% (5240)
40% (S180)
written TWO concurrence is needed
because of concerns related to water
quality araquabc Ole
111(E]j If General Water L'-k
-
CerUacaton No. 3301 (see attached)
5400
60% (5240)
40% (S160)
=n not be appled:
1V. For development that ivotves
the fiTFmg andlor exmvafion of more
S475
60% (M5)
40% (S180)
than one acm of weUnds andlar
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Dixon -- Hoyle Partnership, LLC
2. LOCATION OF PROJECT SITE: Located off Water Street in the Town of Belhaven, on Pantego Creek
in Beaufort County, North Carolina.
Photo Index - 2000: 108-1269; 0-11; 1995: 108-1149; 0-18; 1989: 2-83-2 ; L-7;
State Plane Coordinates - X: 2,707,600 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 - 10/27/05
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP - Municipal District
AEC(s) Involved: PTA,PTS
(D) Water Dependent: YES
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Town Sewer System
Planned - NIA
(F) Type of Structures: Existing - Buildings and other impervious surfaces have been removed
Planned - 4 buildings totaling 36 condo units, two piers/docks with 42 boat
slips, bulkhead
(G) Estimated Annual Rate of Erosion: None
7. HABITAT DESCRIPTION: [AREA]
D-RED-G-ED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
+ 580 ft2
5, 063 ft2 (Shaded)
Pantego Creek bottom
(C) Other
±96,703 ft2 (Filled
(Uplands)
and Graded)
(D) Total Area Disturbed: 2.3 acre or 102,346 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SC NSW Open: NO
8. PROJECT SUMMARY: The applicant proposes to construct two piers/docks with 42 slips, a bulkhead
along portions of the shoreline and four buildings totaling 36 condominium units with associated roads,
parking, walkways, and utilities.

i
Day Beacon 49
Town of Belhaven
Beaufort County
Project Setting
The 2.2-acre project site is located in the Town of Belhaven at 386 East Water
Street adjacent Pantego Creels in Beaufort County, North Carolina. This project and site
was subject of a recent Environmental Assessment document. Review of this document
was completed in early October 2005 and resulted in a Finding of No Significant Impact.
The site was formerly known as Sea Safari Limited a blue crab processing
business. The entire site while Sea Safari was in operation was covered ui impervious
surface (90.6%). Impervious surfaces included several buildings, concrete and gravel.
The shoreline along Pantego Creek was stabilized with both concrete rubble and a
deteriorated wooden bulkhead. In some areas the wooden bulkhead is not evident, as it
failed overtime it was buried in concrete rubble. In some areas, this rubble has migrated
offshore. There exist two different sets of dilapidated pilings from previously existing
piers in Pantego Creek. An intact pier exists within the riparian area of the project site.
This pier/dock is used for permanent mooring of vessels patronizing the Belhaven
Waterway Marina located adjacent to the project site on the north side. There is a federal
channel with a project depth of 12' in Pantego Creek offshore of the project site. There is
a rectangle shaped peninsula approximately 20' wide x 80' long located on the
south/downstream side of the property. This area was stabilized with a bulkhead and
covered with a open sided, tin roof structure. The bulkhead has failed along with the
open sided tin roof. The bulkhead along the offshore end of the peninsula failed
sometime ago as this area was covered with a wooden deck built on top of bulkhead
pilings. Remnant boards exist that demonstrate the previously existing bulkhead
alignment. Concrete rubble is present landward of the failed bulkhead under the wooden
deck and along the peninsula shoreline.
Water depths range from 3.5' to 10' within the project site's riparian area in
Pantego Creek and 3.0' to 3.5' in the basin on the north side of the project site. There
exist debris fields of concrete rubble in the project site's nearshore area, most likely
deposited there by storms washing against the concrete rubble placed over the failed
bulkhead.
The current owner/applicant has cleared the property removing all the buildings
and associated infrastructure, essentially clearing the site to bare ground. This work was
undertaken in early 2005. CAMA General permit no. 40700-B was issued on 29 March
2005 for 500 linear feet of bulkhead that was subsequently built. The new bulkhead was
built starting from the peninsula on the south side of the property to the basin adjacent the
project on the north side. The entire site has been filled and rough graded in preparation
for the proposed upland development. The owner has an approved erosion and
sedimentation control plan for the demolition and removal of the buildings and for the fill
and rough grade work. There is no vegetation present on the site.

I
. Pantego 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 develop the tract into condominiums and a private
marina. Proposed are 4 - three story buildings housing 36 - two -bed room units and an
open water marina in Pantego Creek consisting of two piers with a total of 40 slips.
Proposed are 19, 5'wide x 15' long finger piers providing access to the slips. The
proposed piers are 8' wide by 206' long and 10' wide x 199' long. The slips will be 15'
wide x 30' long. There are two slips proposed side to the bulkhead in the basin on the
north side. These slips will be 15' wide x 28' long. The total number of slips available at
the marina will be 42. The applicant proposes to remove all derelict pilings and debris
fields within the riparian area of the project site. The applicant has committed to remove
the existing pier currently utilized by Belhaven Waterway Marina. An 8' wide concrete
walkway is proposed adjacent to and landward of the existing bulkhead. The applicant
also proposes to complete the remaining bulkhead work around the peninsula and in the
basin on the north side of the project site. The bulkhead around the peninsula is to be
constructed in it's original alignment. The applicant also proposes to reconstruct the roof
that covered the peninsula. There will be 72 asphalt parking places. Also proposed are
three stormwater ponds. Wastewater, from the condo units will be handled by the Town
of Belhaven sewer system. The applicant also proposes to install a marine pump out
system. Fuel services will not be offered at the marina or any vessel maintenance.
Anticipated Impacts
The proposed project will result in additional boat traffic in the project area and
their associated impacts. The piers will shade 5,063 ft' of Pantego Creek bottom. The
slips will occupy 19,033 ft' of Pantego Creek bottom. Replacement of the previously
existing bulkhead will result in the filling of 580 ft' of Pantego Creek bottom. There will
be some localized short-term turbidity during construction of the proposed bulkhead,
piers, slips and debris removal.
Steve Trowell — Washington Regional Office — 31 October 2005

-i Quible
Quible & Associates, P.C.
EN&NEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
October 25, 2005
Mr. Steve Trowell
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
Re: Day Beacon # 9 - Major CAMA Permit Application
Dear Steve:
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone:[phone]
Taxi 252-261-1260
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J. Valdlvieso, P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Marchello, P.L.S.
The purpose of this correspondence is for Quible & Associates, P.C. (Quible) to submit to the
NC Division of Coastal Management (DCM) a CAMA Major Development Permit Application
for the Day Beacon #9 Marina and Condominium project proposed in Belhaven, Beaufort
County, NC. I further reference the October 11, 2005 letter of response that you provided on
behalf of DCM following your review of a draft Major CAMA Permit application submitted by
Quible on September 18, 2005. The enclosed application package has been prepared in response
to the DCM comments and is being submitted as a complete package which, we anticipate, is
ready for processing and distribution. The package includes:
A. 27 copies of plan view and cross sectional plats, Sheets I and two of 2. Sheet one
includes the alignment of the Pantego Creek federal channel as requested in your
10/11/05 letter.
B. Project Narrative and signed copies of Forms DCM MP-1, 2. 3, 4 and 6.
C. Certified Mail receipts from adjacent riparian property owners.
D. Deeds for the subject property. (Note: The 2.2 acre property was sold in two tracts and
separate deeds are included for each parcel.)
E. The application fee check for $400.00 payable to DENR.
F. An amended site location map.
G. A NC Division of Land Resources, Land Quality Division, October 21, 2005 Letter of
Approval for Erosion and Sedimentation Control Plan No.: Beauf 2005-012. The
amended plan has been implemented on the property.

H. Letter from the Town of Belhaven indicating approval of the proposed site plan for
Day Beacon #9.
Thank you for your attention to this submission. If following review you have questions or need
additional information please contact me at 252,261,3300.
Sincerely,
Quible & Associates, PC
cc: John W. Dixon
David Hoyle
Warren Eadus

DAY BEACON #9 - MAJOR CAMA PERMIT APPLICATION NARRATIVE
OCTOBER 18, 2005
PROPOSED PROJECT DESCRIPTION
The purpose of this correspondence is for Quible & Associates, PC (Quible) to provide the NC
Division of Coastal Management (DCM) with a narrative description of the proposed
development at the Day Beacon # 9 Condominium and Marina Project. The subject 2.22 acre
tract is owned by Dixon/Hoyle Partnership, LLC (Dixon/Hoyle). The narrative is prepared as
supplemental information to support the submission of a CAMA Major Permit Application.
Included with the narrative are the required DCM Forms MP 1, 2, 3, 4 and 6 and Attachment A,
a USGS topographic map, Attachment B, an aerial photograph of the subject site, and
Attachment C, Sheet 1of 1, a blue line drawing that provides a plan view and cross sectional
detail of the proposed project.
The subject 2.22 acre property is located on the southwest side of E. Water Street in the Town of
Belhaven, Beaufort County, NC. The property has frontage of Pantego Creek. As a further
reference the property lies at approximately 35*32 '9" N latitude x 76°37"20" W longitude.
Existing feature on the tract include 500 linear feet of bulkhead constructed utilizing CAMA
General Permit # 40700B, a deteriorated 95' long by 25' wide roofed, open side pavilion that
extends into Pantego Creek and a large number of relic pilings in the public trust waters of
Pantego Creek where an old dock system was located..
The application proposes to construct 36, two bedroom condominium units on the subject tract
with 9 units per building in 4 separate buildings. The application also proposes the construction
of 42 new boat slips within the public trust waters of Pantego Creek for the exclusive use of
owners and guests of the condominium units, including construction and installation of
associated roads, parking, walkways and utilities as depicted on Attachment C. Also proposed
is the reconstruction of the bulkheaded and roofed, open sided pavilion located at the southeast
corner of the tract. The facility will be used as an amenity for the owners. The bulkhead will be
constructed in the same alignment and configuration of the existing deteriorated bulkhead.. As a
part of the bulkhead construction, an area of open water that extends approximately 20' landward
of the existing bulkhead that will be filled to facilitate the construction of the pavilion deck.. The
roof line will be re -built utilizing the surveyed footprint of the existing structure. The pavilion
will remain open sided. The application also requests permission to remove existing,
deteriorated pilings and wooden and concrete debris that currently lies on the bottom in
proximity to the tract. Attachment C depicts the general location of the materials requested for
removal.
Prior to the purchase of the property by Dixon/Hoyle, the subject tract operated as a blue crab
processing plant known as Seafood Safari, Ltd. Attachment C provides an as -built drawing of
the crab plant and associated infrastructure. Existing impervious surface on the site during that

j-
period was calculated to be 87,575 sq foot or 90.6% impervious surface coverage. Upon
purchase of the tract by Dixon/Hoyle, and in coordination with the Town of Belhaven and
Beaufort County, the owners contracted with Armstrong Construction to demolish the Seafood
Safari site including the removal of all buildings, tanks, and impervious roads and parking from
the property. At present that work has been accomplished and the site has been filled and rough
graded to approximate final grade elevations. Also please note that a point source discharge of
processing water into Pantego Creek associated with the crab cleaning and packing facility has
been eliminated.
The development as proposed in the enclosed application will have a total impervious surface
coverage of 64.7%. Coverage with the 30' Tar -Pamlico, Zone 1 buffer totals 46.0% and within
the 50' buffer the total is 40.6%. This is a reduction of impervious surface on the entire tract of
25.9%, a reduction within the 30' buffer of 42.6% and a 40.6% reduction in the 50' buffer. All
proposed impervious surface within the 50' Tar -Pamlico buffer will be on areas that were
previously covered with impervious surface.
The proposed boat moorings include the construction of two wooden pile supported piers,
designated as Pier 1 and 2 on Attachment C. Pier i is 8' wide x 206 feet long with a single row
of dock boxes. Pier 2 is proposed at 10' wide x 199' long. (Note: the 10' in width is to
accommodate dock boxes on both sides and allow for 6' of clearance in the center of the pier
system.) Of the 42 boat slips indicated on the plan view plat, 40 are stern to, (15' wide by 30 ft
long) with finger piers and mooring pilings. The remaining two slips are side -to and are 15' wide
by 28' long. Depicted on the plan -view plat is the alignment of the federal channel in Pantego
Creek. Per our discussion with Howard Vamum of the USACE the moorings need to be set a
minimum of 52' from the near edge of the channel.
The permit application proposes construction of 317 linear feet of bulkhead. 197' linear feet will
be associated with construction of the open pavilion and 120 linear feet will be required to
complete re -placement of the. existing bulkhead along the western boundary of the property (See
plan view plat for details).
2

Form DCM—MP— 1
APPLICATION
(To be completed by all applicants)
c. Street address or secondary road number
I. APPLICANT Water Street in downtown Belhaven St. between
Robbs Marina and Waterway Marina
a. Landowner:
Name Dixon - Hoyle Partnership, LLC .
Address PO Box 1327
City Naps Head State NC
Zip 27959 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Ouible & Associates, P C
Address PO Drawer 870
City Kitty Hawk I State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Day Beacon #9
NOTE: Permil will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Beaufort _
b. City, town, community or landmark
Belhaven
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pantego Creels
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. -
Remove existing dock pilings and debris in Panteeo
Creek. Construct 42 slips with finger piers and
_mooring pilings._Demolish and rebuild existing
roofed, open pavilion. Construct_36, two bedroom
condominiums with associated narking and
infrastructure.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? Private
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 to replace an existing
crab processingfacility with a private marina and
condomimium proiect for _the _exclusive use of the owners
and guests of the units. (See enclosed narrative for more
detail)
Revised 03/95

Form DCM—MP— 1
He
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract t 2.22 acres
b. Size of individual lots) NA
c. Approximate elevation of tract above MHW or NWL
5.0'
d. Soil type(s) and texture(s) of tract
According to the 1995 USDA -MRCS Soil Survey
of Beaufort County,the soil types on site are AbA-
Altavista Urban Land Complex. Soil borings
performed on site concur, however this
determination has not been confirmed by a licensed
soil scientist.
e. Vegetation on tract Site was 100% covered by
buildincs and impervious surface as Seafood Safari
Crab processing facility. Buildings and impervious
surface have been removed and site has been
hydroseeded with grass seed mix. _
f. Man-made features now on tract 500' linear feet of
bulkhead. Deteriorated dock pilings and partially
demolished covered pavilion extending into Pante o
Creek.
g. What is the CAMA Land Use Plan land
classification of the Site? (Consult the local land use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Marine business
Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach Zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X 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?
_Yes Yes _X No
Are there wetlands on the site? Yes X No
Coastal (marsh) NA Other NA
If yes, has a delineation been conducted? NA
(Attach documentation, if available)-
m. Describe existing wastewater treatment facilities.
Waste water will be provided by 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
from impervious surface.
o. Describe existing drinking water supply source.
Drinking water provided by Town of Belhaven.
5. ADDITIONAL INFORMATION
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
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.
An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 1 l" 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
Revised 03/95

WL
Form DCM—MP-1
V
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.
G 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 Robbs Marina
Address Attention: Ryan S. Razook
Directed Capital Resources, LLC
333Third_Ave. North, Suite 400
St Petersburg, FL 33701 _
Phone [phone] _
Name
Address
_Belhaven Waterway Marina
Atten: Les Porter
332E, Water Street
Belhaven NC 27810
Phone
Name
Address
Phone
Name
Address
Phone
o A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
CAMA GP 40700-B Dixon Hoyle Partnership,
Issued 29 March 2005
o A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S.113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to
conditions and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 1$ day of October , 2005
Print Name John W. Dixon
Signature
c4ieow ter or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
x DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
Revised 03/95

Form DCM—MP-1
x DCM MP-4
Structures Information
DCM MP-5
Bridges and Culverts
x DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM—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.
Describe below the purpose of proposed excavation or
fill activities. All values to he given in feet.
Access
channel
'tiLbY or
NWL
Canal
Bul
b as'' n
Boat
tamp
Rock
groin
Rock
breakwater
other
(Excluding
shoreline
sl.�bilization
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards NA
b. Type of material to be excavated NA ^
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 NA
2. DISPOSAL OF EXCAVATED
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), SAVs or other wetlands? NA
Yes No
f. Does the disposal include any area in the water? NA
Yes No
3. SHORELIN]E STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 120' linear feet bulkhead 'to stablize
remainder_ of western shoreline. 197' linear feet of
bulkhead to re -construct the roofed, open pavilion
(see plat). Pavilion bulkhead to be built in alignment
of existing, deteriorated bulkhead, _
c. Average distance waterward of MHW or NWL
Average of 2' for shoreline stablization. Ranees from
0'to 20' for pavilion
d. Maximum distance waterward of MHW or NWL
S' for shoreline bulkhead. Approximately 20' at
waterward end of pavilion.
Revised 03/95

e. Shoreline erosion during preceding 12 months
0
(Source of information) on -site inspection
f. Type of bulkhead or rip -rap material wood and vinyl
bulkhead .
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap NA
(2) Bulkhead backfill .approx. 85 cu. vds
h. Type of fill material_ clean sand and rip rap from an
upland source
i. Source of fill material supplied by contractor
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
If yes, NA
(1) Amount of material to be placed in the water
0
(2) Dimensions of fill area
NA
(3) Purpose of fill NA
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If yes, NA
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and
erosion controlled? Bulkhead will be constructed
prior to backfill of property. Silt fence and hay bales
have been installed to control filling activities away
from the bulkheaded shoreline.
b. What type of construction equipment will be used (for
example, dragline, backhoe, or hydraulic dredge)?
Backhoes bulldozers dump trucks barize for pulling
pilings -
c. Will wetlands be crossed in transporting equipment to
project site? — Yes x No
environmental impacts. NA
John W. Dixon, Dav Beacon 49
A p ' an,r Project Name ,
�
guature �^
October 18, 2005
Date
Form DCM-MP-2
ff yes, explain steps that will be taken to lessen
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for LAMA Major
Permit, Form DCM-MP-I. 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 36 - 2 bedroom condominium
units with associated parking and infrastructure
(Water, sewer, electric, etc.). Re -build of open
pavilion. Installation of marine pumpout and dry fire
hydrant.
b. Number of lots or parcels I
c. Density (give the number of residential units and the
units per acre) 36 units total. 16.2 units per acre in
four separate buildings, _ ^
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 2.22 acres
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? X Yes No
If yes, date submitted Sedimentation Plan #Beauf-
2005-012 issued Permit 2/15/05. Amended 10/20/05 to
reflect current site plan,
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces. Asphalt,
concrete and pavers
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. NA No 75' AEC
exists in Pante¢o Creek. Tar -Pamlico 59 riparian
buffer applies. See Narrative_
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 Stormwater will be submitted(
within the next two weeks.
i. Describe proposed method of sewage disposal.
_Central sewerage service will be provided by the
Town of Belhaven.
Have the facilities described in Item i. above received
state or local approval? Belhaven system is approved.
Extension of service to Day Beacon #9 has been
requested
(Attach appropriate documentation)
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).
Surface runoff.
in
Describe proposed drinking.water supply source (e.g.
well, community, public system, etc.)
Town of Belhaven
Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? NA
John W. Dixon, Dav Beacon #9)
Applicant or?roject Name e
SiKaVure
Octob&J18, 2005 Date
Revised 03/95

Form DCM—MP-4
U'-"' m U E S
U, I'
(Construction within Public Trust Areas)
Attach this form to Joint Application for LAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application which relate to this
proposed project.
a. Dock(s) and/or Pier(s)
(1) ! Commercial _Community x Private
(2) Number 2
(3) Length (Pier 1- 206 If)( Pier 2 - 199 if )
(4) Width (Pier 1 - $'wide) (Pier 2- 10'
wide)
(5) Finger Piers X Yes No
(i) Number 19
(ii) Length — 15'
(iii) Width 5'
(6) Platform(s) _ Yes No NA
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 42
(8) Proximity of structure to adjacent riparian
property lines 25' on the west boundar
and 55' on the east boundary.
(9) Width of water body approximately 2, 100
ft. wide .
(10) Water depth at waterward end of pier at
MLW. or NWL 7 to 9 feet
b. Boathouse (including covered lifts) NA
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
NA
d. Breakwater (e.g. wood, sheetpile, etc.) NA
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e, Mooring buoys NA
(1) _Commercial —Community Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(5) Distance buoy(s) to be placed beyond
shoreline NA
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial _Community X Private
(2) Number 104
(3) Length 14'
(4) Width 12"
g. Other (Give complete description)
NA
Day Beacon #9, John W. +Dixon
d 5
,tip scant pr Project Natne
ature
October 18 2005
ate
(4) Width of water body
Revised 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 X Residential
b. Will the marina be open to the general public?
Yes x No
c. If there is residential development associated with the
marina, how many units or lots are planned and how
many are currently developed?
36 condominium units proposed. None constructed
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
x Dockage ("wet slips") only
Number of slips 42
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
X Open water, no dredging required
X Other (describe) existing dilapidated marina
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed types).
Open runabout, small fishing boats motor boats
Small sailboats
g. Typical boat length 20' to 40'
h. Maximum boat length 40
i. Are any floating structures planned? No
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that will
be included in the proposed project.
Office toilets
36 Toilets for patrons
Number Each condominium unit will have
bathrooms available
Location
Showers
X Boat holding tank pumpout
Type and location See Plat for location. Connects to
Belhaven central sewer system
b. Describe treatment type and disposal location for all
sanitary wastewater. Ail wastewater handled by Town
of Belhaven.
c. Describe the disposal of solid waste, fish offal and
trash disposal.
Domestic solid waste handled by the Town of
Belhaven, Onsite pick-up.
d. How will overboard discharge of sewage from boats be
controlled?
Overboard discharge will be prohibited. PumDout
rovided
e. Give the location' and number of "No Sewage
Discharge" signs proposed._ 1 @ pumpout location
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
NA.
g. Where will residue from vessel maintenance be
disposed of ? No vessel maintenance allowed at
marina.
Revised 03/95

Form DCM-MP-6
h. Give the number of channel markers and "No Wake"
signs proposed. NA
Give the location of fuel -handling facilities, and
describe the safety measures planned to protect area
water quality. No on -site fuel facilities are proposed.
Describe design measures that promote boat basin
flushing or circulation that reduce water quality
impacts. The site is a o en water marina in Pante o
Creek and flushing and circulation is not anticipated
to be an issue.
k. What will be the marina policy for overnight and
live -board dockage? No live board dockage will be
allowed. Unoccupied overnight dockage is permitted
for owners and guests of the condos.
Is the proposed marina located near any shellfish
leases?
Yes X No
m. If this project is an expansion of an existing marina,
what types of services are currently provided? NA
0 slips. The site has had slips in the past be they
have deteriorated to the point they can no longer be
utilized.
o . Is the marina proposed within a primary or secondary
nursery area?
Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting?
Yes X No
q. Give the location and number of "Pumpout
Available" signs proposed. One sign at the pump -out
station will be posted. Sign_ s are available throw
DCM.
Applicant or Project Name
John W. Dixon Day Beacon #9 _
Signature !
Date
October 18, 2005
Revised 03/95

OCT-17-2005 MON 01:42 PM NO DIV OF COASTAL MCMNT FAX NO. 4 P. 01
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
tl�'ECi1c�c1 f . t::a 1eY. {jr3vL,jn or Charles S. ,lanes, Director William G. Ross Jr., secretary
October 17, 2005
QuibIc ond.l Ass%) ate.,
P01 trnwor M
Uly i lnw1(, NC; 27959
1)car `Sirs:
i'ilcloSual plur w 511{1 ;1 rLtipon5c iron the Nin`01 0avollna (State) Environmemal Policy
/1uA (StAIA) cnocilinator concerning lbe Day Beacon No_ 9 M.triina Environmental
Of No Sid nificnritt Impart. The coordinator htaq indicated that bci-auso nu
cq:1 wellts "V':;i u cuccive.cl during, 1.Ilc Stair, Cicaringhou5c review, 110 furille,r envircllimelttal review
�iCIlUi7 t.5 �'41�1111'C�l.
k'icil,c (cd rruu In contact mo by [) ron❑ (252 808-2808) ox by c-mail at
((1(rllL;.lall).; ,cillrr'n(,1��;�il.tlCt) if you Would lil<O 10 (lisCus,s this matter forlher.
Sii)arcly,
L)ouf- l luggcft
Major Perinits and Con-giste.ncy Coordinator
(%o: 14+I(:vc-- I)(7m, VJ�-1tihington
400 Comrnc:rco Avenue, Morehead City, North Carolina 28557
Phone, 252-608-280Ci 1 FAX. [phone] Internet: www.nocoastalrnanagement.net
Ar. Ery. u.:d Opp-+turdty \ Ail'irrrw!ive Aelicn Crnployrr- 50% Rocyded 1 1O% Post Consumar P'sper
Received 10-17-2005 01134pm Frcm-4 To-QUIRLS&ASSOCIATES P28e 001

OCT-17-2005 MON 01:42 PM NG DIV OF COASTAL MGMNT FAX NO, 4 P. 02
North Carolina
Dcpartt.t1o>I t of 1lclrxl�nlstr�tron.'�:y ; , ,,.:, ;, :§',►
149i9'.[]arl F. J�nl fey' (10v srllilr
Ocluber 7, 2005
Mr. 1)oug lltl;_Pctt
N.C. of l-nvirom-nenL &- Natural Rc oorccs
1)'[vir;4o I n{'C'.c1:i11 Ma11,1mc[1:t
'151-5 1 lwy 2.1, 11c., mi Pln i) 11
[ 4on,licnd City, N(' 28557
l)uar Mr. I111Ln ott:
Gwynn T. Swinson, Sccrctary
Fi19: 11, 06 --43O0-OO69; I:n/I'O Si; 1.)ay Beacon 49 M4vina; Construction of 42 slip ma11111-L
i110111d i11t', t1J]l:]ncl cicvelupim:W of 36 condos
l hC above 1 I.,i-UC91ccd C1lvlro111r11`�]%'11 impact h1f'ol"1]li16011 has bmi rovi od through the St'alc
C'1Cm-i11L,11(111F'c lmdt;l tho pawisions of Ll)o North Carolina Fnvironment�il Policy Act,
No co]]1111cu1s wuru 111;idr by tiny stnic/lou'll .1gcneics in the course of this review. ThL'reroiv, no
1i1ght -r cnivirolirrluill',11 revi:w Action on your part is requircd for the compliance with the Act.,
1�>>St t'c1�.nrcis.
�i9'lcE)'C'1V,
Ms. Cltrys Raggett
Envirofl.nlcntal Policy Act C;oordir]-LiLor
cc' iZu�4:,9i�11 Q
L�rilir!r(.9ri;3r,•ai. Trbyrlrnrir; [phone]
1 ;[i1 M'!H SC-Ivio' (-ciflc] fray (1)10)73.1-9.571
Nf.' 77699-].301 Sure Courier 1159-01-00
r!•ur,rr! f.'hryti,Ilu���;;•14'�iin:nr:ril.rrev
drr Frj, ���! f7l>iWr•lrrnirj/rff%rr•rurrir� .iSrnur 1•�urpin�•�r
40caroll Arlrlf ess:
1 U %krc*l IVnec SlrcrL
Rnitie,h, North C'aralina .
Received 10-17-2005 01lipm Fram-d To-QllIBLRASSOCIATES Page 002