SW7030110_HISTORICAL FILE_20160502

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 2%/i'Jr9Z
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
Ti HISTORICAL FILE
DOC DATE
-7
YYYYMMDD

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
May 2, 2016
Mr. David Spies, President
Slash Creek Condominium Homeowners Association
P.O. Box 1412
Manteo, NC 27954
Dear Mr. Spies:
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7030110
Slash Condominiums
Dare County
Director
A Division of Energy, Mineral, and Land Resources file review has determined that Stormwater Permit
SW7030110 for a stormwater infiltration basin system serving the Slash Condominiums located on NC
Hwy 12 in Hatteras, NC expires on February 19, 2017. A review of the Dare County tax records show that
the Slash Creek Condominium Home Owners Association now owns this property. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do not have a record of receiving a
renewal application.
Please submit a completed ownership change form and permit renewal application along with a $505.00
fee for permit renewal at least 180 days prior to expiration of the permit. Permit application forms for
renewal can be found on our website at http://deq.nc.gov/about/divisions/energy-mineral-land-
resourceslenergy-mineral-land-permitslstormwater-permitslforms.
North Carolina General Statutes and the Coastal Stormwater rules require that this property be covered
under a stormwater permit. Failure to maintain a permit subjects the owner to assessment of civil
penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to discuss this by
phone or meet with you.
Sincerely,
Roger K. Thorpe
Environmental Engineer
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
943 Washington Square Mall. I Washington, NC 27889
252-9464481 T

SOSID: 0786383
Date Filed: 1/29/2016 11:52:00 AM
Elaine F. Marshall
North Carolina Secretary of State.
C2015 190 00427
State of North Carolina
Department of the Secretary of State
NONPRO1Kfl' CORPORATION'S STATEMENT OF CHANGE OF PRINCIPAL OFFICE
Purswnt to J SSA•16-23(b) of tht Olatctal Seamtes of Not& Carolina, the imdoes*MA nwLvoSt eorponlioo does herby mbaih 16e
fallowing fix tha purpose of changing its priaciPsl office address curtly on fik with dw Seavtuy of State.
TIX Um of the ompotation is: BWh Qw* Caidonrdwm Hon wmm Aaoclaeon
The:front addreu and oaoety of the principal office of the cotpwadat cw=tly on fflo k
Number and Stroat 103 Eats Ent atna
City, State, Tip Code: Nap HOK NC VWl Cormly; Dws
The ins 14 addttua if4Terart1haw N1e ~a &bin of the principal ofr= Windy on file ia:
PO Box 1327, Naps Hsed NC 21W
I . The street addnm and cotmey of the ttcw principal office a r the corporadon is:
Ntuaba wd'SVwr ST410 NC WY 12 South
City, State, Zip Code. Hogs, NC 2P1/3 �yaty. Dan
2. The mailing ttddttiaa 1f Jim Ow ~ ad*= of dro new prtentpal offm is -
PO aft 1412, ko tro, NC MU
3. This gta vamot will be effictin upon filing, w*= a low data and/or time is rpecifia&
This is thedry of .knory . 2g16
Shah Creek Corxlonrnkxn 1 km.n m%w Assodebw
1Vmrtr ofCaToration
0"M $pigs, pmweat
iypr or Print Now aid rifle
NOTES:
I . Filing fee is 35. This sptameaf and me and or oon[otnted copy of it must be Sled with dw Semvwy of Sale.
Rcviaed Jx nmy 2000 Form N-12
CORPORATIONS DFMION P. 0. BOX 29622 RALEIGH, NC 27626-
0621

SOSID: 0786383
Date Filed: 1/29/2016 11:44:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2015 190 00426
STATE OF NORTH CAROLIINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pttrsusat to §55D-31 of the G=eral Stakdes of North Carolina, the undersigned entity submits the following for the purpose of
changing its r4atered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: Stash Creek Condominium Horreowners Association
Entity Type: DCorporstion. ❑Foreign Corporation, [DNonprofit Corporation. C3Forsign Nonprofit Corporation,
❑Limited Liability Company, ❑Foreip Limited Liability Company []Limited Pa mership, oForaign Limited Partunhip.
[]Limited Liability Partnership, [IForeign Limited Liability Partnership
The street addrem and county of the entity's registered office currently on file is:
Number and Street: toy East ttnt Street
City, State, Zip Code: Napa Head, NC 27959 County: DerH
The mailing address lfdifj'erent from+ the street address of the registered office currently on File is:
PO Box t327. Nags Mead. NC 27959
The frame of the torrent registered agent is: John W. Dbwn
NEW INFORMATION
I. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 115 t:&abeth Drive
city, State, Zip "C: ManSoo, NC 27954 County: Dare
2. The mailing address if different from the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
PO Box 1412, Mantso, NC 27954
3. The name of the new registered agent and the new agent's consent to pat ntment appears below:
(complete this item only !f'the name of the registered agent is h in c anged)
J.S. Martin d Co, Inc.
Type or Print Name of New Agent • signature d! Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will , be effective upon filing, unless a date and/or tune is specified;
This is the
i� Stash Creek CondomWurn Homdownere Association
Entity Name
David $pis, Prosklenl
Type or Print Name and Mle
Notes: Filing fee to 55.00. no decaamrst moat be hied with the Secretary of state.
* [sated of art 0nit here, the new reodered agent may sip a separate writtes consent to the appobatme at, wjkh mot be attached to fhb statameal.
CORPORATIONS DIVISION P. 0_ SOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form SE-06

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Dare County GIS
Q
8
9
http://gis.darecountync.gov/?parid=&Iat=35.21713950351573&ing=-75.6840044260025I &... 5/2/2016

Corporations Division
Page I of
North Carolina
i l@ir?@ Mar DEPARTMENT OF TFiE
Secretary SECRETARY of STATE
Po Box 2M2 Raleigh, NC 27626-OM [phone]
Click Here To:
View Document Filings
Corporate Names
Legal: Slash Creek Condominium Homeowners Association
Non -Profit Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
State of Incorporation:
Registered Agent:
Corporate Addresses
0786383
Current -Active
Not Applicable
Domestic
6I612005
NC
J.S. Martin & Company, Inc.
Reg Office:
115 Elizabeth Drive
Manteo, NC 27954
Principal Office:
57440 NC Hwy 12 South
Hatteras, NC 27943
Mailing:
PO Box 1412
Manteo, NC 27954
Reg Mailing:
PO Box 1412
Manteo, NC 27954
Account
Login
Register
https://www.secretary.state.nc.us/Search/profcorp/7756780 5/2/2016

Search/View/Find - Inquiry by Parcel Number Results
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Search by Parcel Number Results
• 13nRc'r?1,_DnTn �, 11E ;I•
• BUILDING PHOTOS
• `I'AX BILL
• TAX CEWFI ICATION
Parcel: 015746999
PIN:95852090753500
Location: 57436 NC 12 HWY
District: [o6] HATTERAS
Subdiv: [S461] SLASH CREEK CONDO
Lot -Block -Sect: LOT: COMMON
ELEMENTS BLK: SEC:
Multiple Lots; -
Living Units: o
Plat -Cab -Slide: PL. UOF 6 SL: 129
Status: EXEMPT
Owner: SLASH CREEK CONDO UNIT
OWNERS
Owner: C/O SLASH CREEK CN
HOMEOWNERS ASSOC.
Address: P.O. BOX 1327
NAGS HEAD NC 27959
Ownership: PRIMARY - x00%
Nature of Ownership:
Deed Date: 09/12/2007
Bk/Pg: 1743/oo8o
PUSS: [000l] TEMP CODE - IN PROCESS
Billing Values Next Year Values*
Land: 909,100 Land: 909,100
Building; 91,900 Building: 91,900
Misc: 2,202,100 Misc: 2,202,100
Total: 3,203,100 Total: 3,203,100
********** END OF RECORD **********
(data file last updated on 4/29/2016)
*Next year values on file as of 4/29/2ox6
Dare County Government
954 Marshall C Collins Dr
PO Box i000 Manteo NC 27954
Phone: [phone]
http://www,darenc.com/public/TaxingParcelRslis,asp?ParceINumber=O 15746999 5/2/2016

Quible
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
January 13, 2006
Mr. Roger K. Thorpe
North Carolina Department of hnvironment and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Re: Slash Condominiums
Storinwater Permit No. SW70301 10
Dear Mr. Thorpe:
P.O. Drawer 870
9 " i Kitty Hawk, NC 27949
(((ppp i Ff L Phone:[phone]D
Foxi 252-261-1260
IPALS
JANr'i `� 7.0' JosepSean C h S. LassC Boyle
E.P.
Eduardo J. Valdivleso, P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
Xotherine C. Marchollo, PL.S.
The purpose of this letter is to certify that, based on periodic inspections throughout the construction process,
the stormwater management appurtenances associated with the above referenced project have been
constructed in substantial conformance with the approved plans.
f you have any questions, or require any additional information, please do not hesitate to contact me at (252)
261-3300. Thank you for your assistance with this project.
Sincerely,
D
ble �, ssoci� es, P.
s-
id A. eel, I . ?.
encl: as stated

A�
NCDENR
North Carolina Department of Environment and Natura
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director
August 21, 2003
MEMORANDUM:
TO: Mr. Alan Klimek, Director
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
Resources
William G. Ross Jr., Secretary
(-,, �' (sO /o�
SUBJECT: CAMAIDREDGE & FILL Permit Application Review
Applicant: The Slash Condominiums, -LLC
Project Location: Hatteras Village, Dare County, Slash Creek and NC 12
Proposed Project: Construction of a 46-slip marina and its associated dockage piers,
boardwalk, and bulkhead within or along the existing man-made basins.
This project will also include 5-multi-family condominium buildings (a total
of 45-units) with a swimming pool, associated parking, stormwater
retention, and a wastewater treatment facility.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by September 11, 2003. If you have any questions regarding the proposed project, please
contact Dennis Hawthorn at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED D,fE
City, ort
Phone: [phone] FAX: [phone] k Internet: www,nccoastalmanagement.net
An Equal Opportunity k Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: The Slash Condominiums, LLC, c/o John W. Dixon
2, LOCATION OF PROJECT SITE: Hatteras Village, Dare County, Slash Creek and NC 12
Photo Index - 2000: 171-2010, Q 10; 1995:172-1757, G13; Digital Photo Index: 4760, 4761
State Plane Coordinates, X: 2990000 Y: 550000; GPS C081314A (2003) and C053113A (2002)
3. INVESTIGATION TYPE: CAMA 1 D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/31/2002 and 08/13/2003
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - August 7, 2003
Office - Elizabeth City
6, SITE DESCRIPTION:
(A) Local Land Use Plan -Dare County
Land Classification From LUP - Transition
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Estuarine Shoreline, Coastal Wetlands
(C) Water Dependent: yes
(D) Intended Use: Residential and Marina
(E) Wastewater Treatment: Existing - none; Planned - onsite wastewater treatment for 45 dwelling
units;
(F) Type of Structures: Existing - 570-1f of bulkhead; Planned: 260- if of bulkhead, 787-1f of 6-ft
wide boardwalk, landward of the NWL, 39 finger piers (8-ft by 2-ft) and 79
mooring piles to create 46 boat slips;
(G) Estimated Annual Rate of Erosion: unknown; Source - Applicant
7. HABITAT IMPACT DESCRIPTION: [AREA]
EXCAVATED FILLED SHADING
(A) Coastal Wetlands
25 sf
729 sf (0.017A)
(B) Public Trust/Estuarine
520 sf (0.012A)
Waters
(C) Upland
169,500 sf (3.89A),
backfill & grading
(D) Total Land and Water Area Disturbed: 3.92 A
(E) Primary Nursery Area: No
(F) Water Classification: SA; Closed to commercial shellfish harvest
8. PROJECT SUMMARY: This project is located in Hatteras Village, in Dare County. This project
involves the construction of a 46-slip marina and its associated dockage piers, boardwalk, and bulkhead
within or along the existing man-made basins. This project will also include 5-multi-family
condominium buildings (a total of 45-units) with a swimming pool, associated parking, stormwater
retention, and a wastewater treatment facility.

The Slash Condominiums, LLC, c/o John W. Dixon, Dare County
FIELD INVESTIGATION REPORT Page 2
PROJECT SETTING
The project site is located between NC 12 and the waters and adjacent wetlands of Slash Creek. The site is
directly adjacent to the Norfolk Carolina Telephone and Telegraph station along NC 12 in the Village of Hatteras,
on Hatteras Island in Dare County. The existing site consists of a predominately upland area of approximately 6
acres, of which approximately three-quarters of an acre ' are waters. The permit applicant previously made
application on January 7, 2003; however, due to the proposed dredging of Slash Creek and associated
condominium and marina impacts, it was determined that the project would first require that the appropriate
conditions of the State Environmental Policy Act be met. Therefore, the application review was placed on hold
until the review requirements of this Act were met. An EA/FONSI statement was issued on July 25, 2003. The
Elizabeth City Division of Coastal Management Office received a revised application on July 31, 2003; however,
a complete application was not received until August 7, 2003.
The existing site elevation is approximately 3-ft above the NWL. The vast majority of the site is considered to be
an `upland' area and has been maintained in predominately yard grasses and live oaks for many years. The site is
almost triangular in shape with two man-made basins that are connected to Slash Creek by a narrow channel near
the northeast corner of the property. These basins were previously excavated from wetlands, and the spoil was
used to elevate the project site and adjacent vicinity areas. The shoreline area of the Iarger basin has been
stabilized with approximately 570-If of wooden bulkhead. This bulkhead was authorized in 1995 by CAMA Major
Permit No. 117-95, under the property owner and permittee, Desmond R. Foster, Jr. This tract has since then
been sold to the current applicant, and is commonly referred to as `The Slash Condominium Project'.
The site was recently cleared (during the winter of 2003) and filled for site preparation related to the proposed
development. Some of this work was undertaken within the Estuarine Shoreline Area of Environmental Concern,
prior to the issuance of any CAMA permits, and the property owner, Slash, LLC, was cited for a violation of the
permit requirements of the Coastal Area Management Act. As part of the requested site restoration, the property
owner installed a siltation barrier around the entire disturbed portion of the site. Since the upland fill work that
was undertaken could have been permitted, the remaining fill was allowed to remain onsite, with the stipulation
that the siltation barrier will be maintained and no additional on -site development would occur within any CAMA-
AEC until the proper permits have been issued.
Those land areas that are immediately adjacent to the above referenced waters that are not bulkheaded, do have
some minor clumps of existing coastal wetland species along the NWL (about 25-sf). The adjacent properties and
those areas along the southwestern vicinity of the existing bulkhead alignment are vegetated with more significant
areas of coastal marsh vegetation, including salt meadow grass (Spartina patens), bulrush (Scirpus spp.), black
needlerush (Juncus roemerianus), big cordgrass (Spartina alterniflora), and salt marsh grass (Distichlis spicata).
Extensive coastal marsh areas are located along the adjacent property -owners' shorelines, across these basins to
the north and east, and in addition to the species listed above, also include sawgrass (Cladium jamaicense), as
well as many other wetland plants. Other wetland areas also exist along the common property line to the south.
Desmond (Buddy) R. Foster, Jr. and Faye Foster are the adjacent riparian property owners to the north of the
proposal site. This adjacent property's shoreline is not stabilized with any hardened structures and this adjacent
property appears to include most of the basin that is located along the northwest side of the applicant's tract. This
basin ranges between 40 and 70-ft in width and is approximately 300-ft in length. The water depths within this
basin area (which is referred to as Mooring Area 3 in the Environmental Assessment Document) range between I-
ft and 3-ft at NWL. Platwork that has accompanied the Environmental Assessment (EA) document and the
CAMA permit application indicate that a 4-ft water depth contour exists off the north point of the property.

The Slash Condominiums, LLC, c/o John W. Dixon, Dare County
FIELD INVESTIGATION REPORT Page 3
According to the referenced platwork, most of this smaller basin appears to be more closely associated with the
Foster property than the applicant's property, as this platwork indicates that only a 10 to 12 ft alignment portion
off shore conveys to the Slash, LLC tract. The water depths of this area appear to be between a depth of 1-ft and
1.5-ft at NWL.
The water depths of the larger basin range between 3.5 and 5-ft below the NWL. This basin is an average of
100-ft in width. A small narrow access channel connects the two basins to Slash Creek. At its narrowest point,
the channel is only 30-ft wide, and the water depths at NWL are between 1.5 and 2.5-ft.
Melva Basnight and Thomas Basnight, Jr. are the adjacent riparian property owners to the east of the proposal
site. This property borders the basin along the eastern property line and is also not stabilized with any hardened
structures. This property includes the extensive coastal marsh area described above. Although not an adjacent
riparian neighbor, North Carolina Telephone & Telegraph (as indicated on the application platwork) owns the
property between the Basnight parcel and NC 12.
No shellfish species were observed during the site visits for this application review. Submerged aquatic
vegetation is present in the northwestern basin, and finfish species were also observed.
The North Carolina Marine Fisheries and Wildlife Resources Commissions classify the waters of this portion of
the Pamlico Sound as Coastal Waters. The Coastal Resources Commission (CRC) also designates these waters as
Public Trust Area and Estuarine Waters. The Division of Water Quality has designated these waters as SA
(shellfish fishing) waters. However, these waters are not open to any commercial shellfish harvests. Some written
comments received concerning the project during the EA review process indicated that some local residents
harvest scallops from the Slash Creek area.
PROJECT DESCRIPTION
This project involves the construction of 260-1f of bulkhead shoreline stabilization, approximately 790-1f of 6-ft
wide boardwalk, and the creation of 46-boat slips with the associated finger piers and mooring piles. This project
will also include 5-multi-family condominium buildings (a total of 45-units), a swimming pool, the associated
parking, and utility development, including a domestic wastewater treatment facility.
Additional bulkhead shoreline stabilization is proposed for the 260-ft remaining portion of the smaller basin that
has not been bulkheaded previously. The alignment will approximate the NWL with a maximum of 2-ft
waterward of the NWL. This alignment will result in the placement of approximately 60-cy of fill material below
the NWL.
The proposed marina development includes the creation of 46-boat slips, and the associated construction of a
boardwalk, finger piers and mooring piles for these boat slips. This work will include 787-1f of 6-ft wide
boardwalk aligned along both basin shorelines, landward of the NWL, after bulkhead construction. However,
approximately 700-sf of this boardwalk will'be landward of the existing bulkhead alignment along the southwest
portion of the larger basin, and will shade the existing coastal wetland fringe in this location. The proposed
development of the larger basin will include 39-finger piers, each 8-ft long by 2-ft wide. This mooring field will
include 79-mooring piles, each situated approximately 25-ft off the bulkhead alignment. This portion of the
proposed marina development will provide mooring for 38-boats, of the intended maximum boat length of 25-ft.

The Slash Condominiums, LLC, Dare County
FIELD INVESTIGATION REPORT Page 4
The remaining 8-proposed slips will be situated along the shoreline of the smaller basin located along the
northwest corner of the property. These slips will be situated parallel to the shoreline (bulkhead), and no mooring
piles, or finger piers are proposed for this basin. No dredging is proposed for either basin, or any portion of the
waterway associated with this project.
The proposed 5-condominium buildings will include 45-separate residential units, and the associated parking and
site development, including a pool, stormwater retention pond, landscape retaining walls, and a wastewater.
treatment facility. This development will result in approximately 4 acres of land disturbance and 65,200-sf of
impervious surface.
ANTICIPATED IMPACTS
The proposed site is located in Hatteras Village, on Hatteras Island. This portion of Hatteras Island is known to
have a rich history of cultural resources. An inspection of available cultural resource mapping data reveals
archaeological or cultural resources have been previously identified near this site by the Division of Archives and
History. It is important to note these maps have not been updated in at least 10 years, and there may be other
cultural resources onsite.
The proposed condominium structures will be constructed landward of the 30-ft Coastal Shoreline Buffer;
however, significant portions of these structures will be located within the Estuarine Shoreline AEC, 15,700-sf,
or approximately 29 percent of the Estuarine Shoreline AEC. This development will include the placement of
retaining walls between all upland development and the adjacent wetland or buffer areas, which should restrict the
discharge of some site runoff into adjacent wetlands and buffer areas.
The proposed bulkhead alignment will result in the filling of 520-sf of Estuarine Waters and Public Trust Area, as
well as the filling of a small area (about 25-sf) of coastal wetland vegetation near the landward end of the smaller
basin. The proposed boardwalk, finger piers and associated mooring piles should not infringe upon any riparian
or adjacent riparian access in the larger basin.
As referenced previously, the smaller basin is adjacent to riparian property, owned by Desmond Foster. The
Foster's have expressed concern about possible encroachments and navigation interference that this proposal may
have on their riparian area. According to submitted platwork. The applicants' property along this basin area
extends about 10-ft beyond the NWL.
The proposed marina development will not result in any planned dredging excavation. However, at least two
impacts can be expected from anticipated shallow water bottom disturbance. As referenced, water depths in the
smaller basin, where boat mooring is proposed, range between 1 and 1.5-ft. The use of this area by boats, even
small flat -bottom bass and johnboats, will likely result in prop wash and sediment kicking. The use of this basin
for mooring in areas where the depths are insufficient enough to allow boat use without these side effects would
induce significant turbidity during each mooring and unmooring operation. The small channel that connects these
basins with Slash Creek is also shallow and not conducive to use by boats that will require 2 to 3-ft of water. The
use of this channel in its current state by 25-ft long boats may result in the above referenced prop wash and
kicking of water bottom sediments, and the resulting turbidity during passage of each vessel into and out of these
basins.
It can also be anticipated that the use of these basins by 46-boats will result in an undetermined degree of water
quality degradation from increased turbidity, additional oil and grease loadings, and other substances, including

The Slash Condominiums, LLC, Dare County
FIELD INVESTIGATION REPORT Page 5
paint leachates and unregulated sanitary wastewater that can be attributed to use by these vessels. The proposed
adjacent impervious surfaces that will be associated with the planned condominiums may also result in increased
BOD and heavy metal loadings typically associated with runoff from parking areas, rooftops and urban land -use
type areas. Bio-accumulation and Bio-magnification of toxins within the species that use these basins and the
waters of SIash Creek may be anticipated.
The original project proposed dredging of significant portions of Slash Creek and the smaller basin associated
with this development. During the SEPA review process, the possible impacts that could be anticipated from these
activities were determined to present significant concerns to the coastal resources of the surrounding estuarine
area. In order to reduce these impacts so that the project could likely be issued a FONSI (Finding of No
Significant Impact) by the N C Department of Environment and Natural Resources, all proposed overboard
dredging was deleted from the planned scope of the project.
It is still anticipated that water bottom disturbance can be expected from the associated use of a marina facility of
this size with associated increases in turbidity on a nearly continuing basis. It is also anticipated that wetland
fringes adjacent to channel and basin areas will experience erosion disturbance from boating activities, and that
navigation congestion will be a concern not only within the existing basins, but also within the narrow channel of
Slash Creek.
Cumulative impacts that would result from a project of this size should also be considered. Most of the channel
and shoreline areas of Slash Creek are shallow and vegetated with lush expanses of coastal wetlands and provide
significant areas of habitat for coastal resources.
During the previous review of this projects' EA, this office conducted a detailed investigation of the current
public trust use of the Slash Creek. The principle area of navigation of Slash Creek constitutes approximately 2.5
miles, and extends from the creeks intersection of NC 12 to it's junction to the north with the Pamlico Sound.
Nearly all upland sites along this waterbody have existing homes that have piers and boat slips. Most of these
boats are limited draft type vessels and constitute a limited impact upon the waterway system.
The proposed project will provide boat slips for additional vessels. Based on upon the estimate of a maximum of
30 boats currently navigating the Slash Creek, this proposal may result in a 150% increase in navigation use.
This office has been aware of this project for over 2 years. This office routinely, visits the vicinity of Slash
Creek to conduct other Division business. During this time frame, I have never witnessed more than 3 vessels
navigating the waterway at the same time. That said, the above estimated increase in use may be significantly
understated.
Given the current trend of growth and development on or near these environmentally fragile areas, the
development of a marina to accompany a condominium complex of the size proposed will result in significant
impacts to coastal and cultural resources. This project may also set a precedent of size that will instigate
significant increases in cumulative impacts associated with other future development, affecting not only the
estuarine environment, but also associated aesthetic values of a small barrier island village's heritage and
character that many residents of this island depend upon for their livelihood.

The Slash Condominiums, LLC, c/o John W. Dixon, Dare County
FIELD INVESTIGATION REPORT Page 6
During the review of this project, our staff has received and responded to numerous calls, letters, and concerns
related to the size of this project. As stated above, it is anticipated that the proposed condominium development
will present significant impacts to the `small village' cultural character and integrity of Hatteras Village as it
currently exists.
Submitted By: Dennis W. Hawthorn
Date: August 21, 2003

Development Type
DCM %
1601 �435100093 1825 62531
DWQ %04300
r24300 1602 435100095 7-341
I. Private, nen-commercial
development that does not Involve
5250
100% (5250)
0°r6 (SO)
the filling or excavafon of any
wetlands or open water areas.
IL Public er commercial development
that does not involve the filling or
5400
100% (S400)
0% (F0)
excavation of any wetlands or open
water areas:
Ill. For development that Involves the
filling andlor excavation of up to 1
acre of wetlands and/or open water
areas, determine If A, 2, C, or D
below applies:
tll(A). For Private, non-commercial
development, tf General water Quality
S250
100% (5250)
0% SO
( )
Certification Na.3301 (see attached)
can be applied:
lli(B): For public or commercial
development, If Genera[ water Quallty
5400
100% (5r400}
0°� (50)
Certification NO-3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional reviaw and
S400
60% (S240)
40% (S160)
written DWC concurrence Is needed
because of concerns related to water
quality or aquatic life:
), if G ater Quality
CerUfica on Na. 3301 (see attached)
5400
60% (S240)
40% (5160)
n not be applied:
Iv. For development that invclvas
the filling andlor excavation of more
S473
60019 (5285)
40-A (S19o)
than one acre of wetlands and/or
open water areas:

I. -•
�— 5--03; 9;4eAM;OU I b Ie and A!'Soc:.
; t 252 2B 1 1,000 if 2/• ?_
I, Sohn W. Dixon of Slash Creek, LLC, authorize Quible & Associates, P.C. to act aa.my agent
for the preparation of the Major CAMA Package that has been, submitted to your attention for the
proposed Slash Creek Condominiums Project. I have signed the application that was received by
NC Division of Coastal Management on ,Tuly 31, 2003 as referenced in the August 4, 2003 letter
from the Division.
We
Sre Date
7

6-2i--03; 3:58PM;ouibie and Assoc. ;1 252 261 1260 0 2/ 3
PROJECT NARRAUVE (July 2003)
Existing Conditions
As required by North Carolina Department of the Environment and Natural Resources (NCDENR),
Division of Coastal Management (DCM), a Major CAMA Permit Application has been prepared for
submission. A Finding of No Significant Impact (FONSI) has been received for this project following
preparation of an Environmental Assessment (EA) in compliance with the North Carolina State
Environmental Protection Act (SEPA). This document addressed the environmental characteristics and
potential impacts to existing conditions in relation to construction of a marina and condominium facility in
existing boat basins along a tributary of Pamlico Sound known as Slash Creek. The subject property Iies
at approximately 35°13'00" N Latitude and 78°41'13" W Longitude on the east side of the intersection of
Monitor Trail (NC 12) and Eagle Pass (SR 1241) in Hatteras Village, Dare County, North Carolina. The
deeded acreage is approximately 5.77 AC, but current land area totals approximately 4.91 acres according
to a recent survey. The property has approximately 146 tJ of frontage along NC 12. There is also marine
access to the property from Slash Creek, a navigable water tributary of Pamlico Sound via a man-made
basin.
As seen on Sheet 1, Plan View Plat of the Subject Property, there are currently two connected boat basins
located on the north and east side of the property. The larger embayment (east side of the property) is
lined with 571 LF of existing protective bulkhead. This bulkhead is the only man made feature currently
existing on the tract. The existing mean elevation on the tract is approximately T above Normal Water
Level (NWL). The property is currently zoned C-2 (General Commercial) by Dare County and is
considered Transitional by the CAMA Land Use PIan.
Proposed Work
Proposed construction on the subject property includes a residential condominium complex that will
involve development within the 75 ft Area of Environmental Concern (AEC) and a private marina. Sheet
2 is an overview of the subject area with an approximate existing boat channel alignment along Slash
Creek. Water depths depicted on Sheet 2 were recorded on January 9, 2002 by environmental scientists
from Quible & Associates, P.C. using a measuring rod. It is estimated that the water level on that day was
approximately 6" below N VL. There are plans to mark the position of this channel alignment with PVC
markers at a 30 ft width. The markers will be installed along the channel at 200 ft spacings except for the
area in the vicinity of the boat basin where there is a sharp turn -out. There will be additional markers in
this area to avoid navigation error. The channel is aligned along the deepest areas of the creek. Marldng
the boat channel will help to confine boat traffic to a specific path. This attempts to reduce impacts to
shallow habitat and allows boats to pass safely. Since boats that are not associated with the subject
project currently utilize Slash Creek, increased boat traffic is anticipated to have only a negligible or
minor impact to fisheries once the channel alignment is marked. There is no dredging proposed.
Prior to construction of the proposed condominium complex, a total of approximately 20,000 cu yds of
sandy fill material will have been brought to the subject site for preconstruction grading_ Proposed
grading elevations are indicated on the soil erosion and sedimentation control plan (SECP) approved by
NCDENR, Land Quality Section on June 26,2002.
The condominium complex consists of five multifamily dwellings (45 units) with associated amenities

8-21-03; 3:5aPM;Ou�nie and ASSOC. ;1 252 261 i2en YF 3/ 3
including an onsite wastewater treatment facility, parking, pool, clubhouse and walkways. Impervious
surfaces located within the 75' AEC include building coverage, parking areas and concrete walkways.
There are also slotted wood walkways located within the AEC, but this surface is considered pervious.
The parking areas are proposed to be constructed of gravel as depicted on the site plan, but are considered
impervious for the purpose of the CAMA coverage calculations. Total area within the AEC is 53,830 SF.
Impervious coverage within the AEC is 15,732 SF (29.2%).
Marina development includes the construction of 259 linear feet (LF) of bulkhead on the northwest side of
the property at approximately NWL. This bulkhead construction is in a straight line along NWL and does
not exceed 2 ft waterward of NWL. The bulkhead will be backfilled with approximately 58 cu yds of
clean sandy material from an off -site source. As shown on Sheet 1, the marina development has been
divided into three mooring areas. There are 46 totaI proposed slips. Slips 1 to 38 on the east side of the
property are 11 feet in width from piling to piling. The waterward mooring pilings proposed at 22 ft
from the edge of the bulkhead. These plans meet DCM Coastal Area Management Act (CAMA) marina
regulations in dimension and area, Slips 39 to 46 are proposed to be located on the north side of the
property as side -to slips. These slips are proposed to be 30 ft long with no mooring pilings proposed in
the water. Boats utilizing this marina will range from approximately 17 ft to 25 ft in length. As shown on
the Site Plan, a 6 ft wide slotted wood dock is proposed to be constructed along the entire landward side
of the bulkhead (797 LF) around the entire marina development.
Approximately 25 SF of wetlands will be disturbed in association with bulkhead construction. This is a
thin intermittent fringe without an appreciable interconnected wetland area. The more substantial wetland
fringe on the south side of the existing boat basin will be partially shaded with an elevated dock, but
project plans have been designed for preservation. There will be approximately 729 SF of wetland
shading associated with the proposed project.
The proposed marina will not provide no fueling or boat maintenance services. There will be no live
aboard or heads allowed on boats utilizing the marina. There are a number of marinas in Hatteras Village
that provide fueling services and it is anticipated that most of the boats will -use -those services rather than
hand carry fuel to the vessel. As with all marina operations there is the potential for releases of petroleum
products associated with mechanical failures, bilge discharges and fueling of vessels by hand within the
marina. The following is Spill Prevention Control and Countermeasures PIan to be followed by boat
owners within the marina in case of a spill or release of hazardous materials. First, a Contact List will be
posted in proximity to the marina. The posted list will include:
1. Local Fire Department 911
2. Dare County Local Emergency Planning or Haz-Mat Response Team 252-473-3355
3. State Division of Environmental Management 252-946-6481
Boat owners will be advised to call one, or all, of these numbers as required if a release of
hazardous materials occurs. Also provided on -site will be a spill kit that can be used by boat
owners within the marina to provide immediate remediation in case of a spill or release.
The kit will include:
1 pack of No.8Q42933 - 8"xl8' long booms ten pack
1 pack of No 8Q-4004 - sorbent pillows ten pack

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
d. Is proposed work within city limits or planning jurisdiction?
1. APPLICANT
X Yes No
a. Landowner:
Name Slash Creek, LLC Attn: John W. Dixon
Address PO Box 1327
City Nags 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 State NC
Zip 27949 Day Phone _(252) 261-3300
Fax [phone]
c. Project name (if any) Slash Condominiums
NOTE. Permit will be issued in nameoflando"er(s), and/orproject
name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare
b. City, town, community or landmark
Hatteras Village
c. Street address or secondary road number
e. Name of body of water nearest project (e.g. river, creek,
sound, bay) Slash Creek (off Pamlico Sound)
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.
(See Narrative)
b. Is the proposed activity maintenance of an existing project,
new work, or both? New
c. Will the project be for public, private or comrnercial;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.
See Narrative
4. LAND AND WATER
CHARACTERISTICS
5.77 Ac. Deeded Total
a. Size of entire tract 4.91 Ac. (214,068 s_Q Land Area
applicable_ for CAMA Cal_cs_.
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW or NWL —3'
Revised 03195

Form DCM-MP-1
d. Soil type(s) and texture(s) of tract
CeA-Carteret sand DtA-Duckston Fine Sand
e. Vegetation on tract Mowed_grass, Spartina patens, Juncus
romerianus
f. Man-made features now on tract _Bulkhead alone shoreline
of canallboatbasin on the east side of the Dronerty.
g. What is the CAMA band Use Plan land classification of the
Site? (Consult the local land use plan.)
Conservation X Transitional
Developed Community
Rural Other
How is the tract zoned by local government?
C-2
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Hasa professional archaeological assessment been done for
the tract? Yes X No
If yes, by whom?
Is the project located in a
District or does it involve
eligible property?
Yes X No
National Registered Historic
a National Register listed or
1. Are there wetlands on the site? X Yes No
Coastal (marsh) ✓ Other
If yes, has a delineation been conducted? _ See plat
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
No existng treatment; An on -site treatment facility is
planned for the proposed codominium facility.
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
Describe existing drinking water supply source.
NA
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
%" by I V white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and only high
quality copies will be accepted. Blue -line prints or other
larger plats are acceptable only if an adequate number of
quality copies are provided by applicant, (Contact the U.S.
Army Corps of Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliar with the area to the site. Include
highway or secondary road (SR) numbers, landmarks, and the
like.
• 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 Melva Basni_ght & Thomas Basnipht, Jr.
Address PO Box 752 Manteo NC 27954
Phone _
Name Desmond R .Foster,_Jr. and Faye Foster
Address PO Box 459, Hatteras, NC 27943
Phone
Revised 03/95

Form DCM-MP-1
A list of previous state or federal permits issued for work
on the project tract. Include permit numbers, permittee, and
issuing dates.
Maior Permit # 117-95
• A check for $400 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.
1 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 3 is+day of 20AI.
Print Name John W. Dixon / Slash Creek LLC
Signature l- �—
,1,,, u or Aurhorized Agent
Please indicate attachments pertaining to your proposed project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
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 03195

Form DCM-MP-2
X A E V TI
N
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAAIA Major Pemut,
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 be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
Preconstruction
Fill
Average Final
Existing Project
Length Width Denth Denth
�J R,
a .�
Area=
Volume=
169,505
20,000
sf
cu yds
1. EXCAVATION NA
a. Amount of material to be excavated from below MHW or
NWL in cubic yards
b. Type of material to be excavated
c
•i
Does the area to be excavated include coastal wetlands
(marsh), submerged aquatic vegetation (SAVs) or other
wetlands? Yes No
High ground excavation in cubic yards
NA
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the owner.
d. Will a disposal area be available for future maintenance?
Yes No
If_ yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
I SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 259 LF
c. Average distance waterward of MHW or NWL
Located at NWL
d. Maximum distance waterward of MHW or NWL
2'
e. Shoreline erosion during preceding 12 months
NA
(Source of information)
f. Type of bulkhead or riprap material
Wood
g, Amount of fill in cubic yards to be placed below water level
(1) Riprap NA
(2) Bulkhead backfill. {I- 58 CU YDS
h. Type of fill material Sand
Revised 03195

i. Source of fill material Off -site sand source
4, OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the water
NA
(2) Dimensions of fill area 169,505 sf (-20,000 cu vds)
(3) Purpose of fill .. Preconstruction erading
(See SECP Plan- approved June 26, 2002)
b. Will fill material be placed in coastal wetlands (marsh), SAVs
or other wetlands?
X Yes _ No
If yes,
(1) Dimensions of fill area —25 SF of intermittent
coastal wetland fringe
(2) Purpose of fill bulkhead construction (shoreline
stabilization)
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled? Silt fence and vegetative stabilization
(SESCP Plan- June 26, 2002)
b. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
backhoe, dump trucks, auger
c. Will wetlands be crossed in transporting equipment to project
site? Yes X No
If yes, explain steps that will be taken to lessen environmental
impacts. NA
Form DCM-MP-2
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application that relate to this proposed project.
a. Type and number of buildings, facilities, units or structures
proposed 5 Multifamily Condominium structures 45
units)
b. Number of lots or parcels NA
c. Density (give the number of residential units and the units
per acre) 10 (9.36_units/acre)
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc.—16,505 sf- Preconstruction grading
(See SECP Plant___
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 June 26, 2002
f. List the materials (such as marl, paver stone, asphalt, or
concrete) to be used for paved surfaces. Asphalt, concrete,
pea gravel
g. Give the percentage of the tract within 75 feet of MHW or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built -
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking. 29.2%
(15,732 SF)
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review? X Yes _ No
If yes, date submitted Approved February 15, 2003
i. Describe proposed method of sewage disposal.
On -site wastewater treatments stem
j. Have the facilities described in Item i. above received state
or local approval? State application submitted
(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
1. Describe proposed drinking water supply source (e.g. well,
community, public system, etc.)
Dare County Water Department
m. Will water be impounded? X Yes _ No
If yes, how many acres? 10,738 SF (infiltration basin as
shown on site plan]
n. If the project is a oceanfront development, when was the
lot(s) platted and recorded? NA
John W. Dixon I Slash Creek LLC
Ap nor Pro" Et Nam
s� t�_
Date Tr
Revised 03195

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial Community X Private
(2) Number 1
(3) Length Total length 787'
(4) Width 6'
(5) Finger Piers X Yes No
(i) Number 39'
(ii) Length 8'
(iii) Width 2'
(6) Platforrn(s) _ Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 46
(8) Proximity of structure to adjacent riparian property
lines
15,
(9) Width of water body varies: 40' to 105'
(10) Water depth at waterward end of pier at MLW or
NWL 4.0'
b. Boathouse (including covered lifts) NA
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) NA
(1) Number
(2) Length(s)
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.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
Mooring structure (boatlift, mooring pilings, etc.)
pilings
(1) _ Commercial Community X Private
(2) Number 79 pilings
(3) Length
(4) Width NA
g. Other (Give complete description)
NA
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?
45 units planned
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 46
NA Dry storage
Number of boats -0-
NA Boat ramp(s)
NA Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin and/or
channel
Open water, no dredging required
X Other(describe) existing basin and access channel
f. Describe the typical boats to be served (for example, open
runabout, charter boats, sail boats, mixed types). IT-22'
open runnabouts
g. Typical boat length 18'
h. Maximum boat length 25'
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.
NA Office toilets
X Toilets for patrons
Number 45
Location in their individual housing units
Showers in their individual housing units
NA Boat holding tank pumpout
Type and location No boats with heads
b. Describe treatment type and disposal location for all sanitary
wastewater. On -site central wastewater
c. Describe the disposal of solid waste, fish offal and trash
disposal.
Public trash removal by Dare County
d. How will overboard discharge of sewage from boats be
controlled?
No live aboard; No heads
e. Give the location and number of "No Sewage pis�arge"
signs proposed. NA " M a ShCl 6 etcek, "
- h St. Us- one. �t lM4ri+-rC.� trL 4 tlat
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 ? .
NA
h. Give the number of channel markers and "No Wake" signs
proposed. 26 red/green channel markers 2 slow boat
traffic signs
i, Give the location of fuel -handling facilities, and describe the
safety measures planned to protect area water quality.
Spill Prevention Control and Countermeasures Plan (see
narrative}_ -
Revised 03195

Form DCM-MP-6
j. Describe design measures that promote boat basin flushing
or water quality impacts. No live aboard, no heads on
boats. open mouth of basin will im rove flow.
k. What will be the marina policy for overnight and live -board
dockage?
Not allowed
1. 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
n, How many slips are now available? -0-
o , Is the marina proposed within a primary or secondary
nursery area?
Yes X No Not designated as a PNA
p. Is the marina proposed within an area open to shellfish
harvesting?
Yes X No
q. Give the location and numberof"PumpoutAvailable" signs
proposed h1A
Print Name John W. Dixon/ Slash Creek, zc_
Signature L�
Date J4�� �S , AGO-3
Revised 03/95