20071938 Ver 1_20071938 Ver 1_EA and FONSI_20061215_20061215

k
NCDENR
North Carolina Department of Environment and
tu,
10 Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director
December 15 2006
Avolis Engineering
PO Box 15564
New Bern, NC 28561
Dear Sirs:
William G. Ross Jr., Secretary
Enclosed please find a response from the North Carolina (State) Environmental Policy (SEPA)
coordinator concerning the Gideon Creek Marina Project Environmental Assessment/Finding
Of No Significant hnpact. The coordinator has indicated that based on the nature of the
comments received during the State Clearinghouse review, no further environmental review
action is required.
Please feel free to contact me by phone [phone]) or e-mail
([e-mail]) if you would like to discuss this matter further.
Cc: Tere Barrett
Sincerely,
Doug Haggett
Major Permits and Consistency Coordinator
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

North Carolina
Department of Administration
Michael F. Easley, Governor
December 13, 2006
Mr. Doug Huggett
N.C. Dept. of Env. & Nat. Resources
Div. of Coastal Mgt.
400 Commerce Avenue
Morehead City, NC 28557
Dear Mr. Huggett:
Britt C
Re: SCH File # 07-E-4300-0164; EA/FONSI; Construction of a 30 -slip marina within Gideon Creek
in Pamlico County
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
No comments were made by any state/local agencies in the course of this review. Therefore, no further
environmental review action on your part is required for the compliance with the Act.
Best regards.
Sincerely,
Ms. Chry Baggett
Environmental Policy Act Coordinator
cc: Region P
Mailing A ddress: Telephone: [phone] toraOmr Address:
1301 Mail Service Center FaN [phone] 116 West Jones Street
Raleigh, NC 27699-1301 State Courier PS 1-01-00 Raleigh, North Carolina
e-mail Chr)s_0nggell c nomad nel
Au Equal Oppotnoun .Ou7nunre.dclion Employer

11/07/2006 07:48 9197153060 NCDENR
lvvxrR QA11OLINA STATE .C:UARING80USE
DSPART6TENT OF ADMINISTRATION
INTERGOVERpMENTAL REVIEW
MS MELBA MCGF_E
CLE.ARINGHOUSE COORD
DENR LEGISLATIVE AFFAIRS
ARCHDALE BLDG - MSC 4 1601
RALEIGH NC
REVIEW DISTRIBUTION
DENR LEGISLATIVE AFFAIRS
DEPT OF AGRICULTURE
DEPT OF CUL RESOURCES
DEPT OF TRANSPORTATION
DIVISION OF COASTAL MANAGEM„NT
EASTERN CAROLINA COUNCIL
PAGE 01/01
STATE NU116aR: 07-E-4300-0164
FOl
DATE RECEIVED: 11/03/2006
AGENCY RESPONSE: 12/06/2006
REVIEW CLOSED: 12/11/2006
PROJECT INFORMATION
APPLICANT: N.C. Dept. of Env. b Nat. R_3ources
TYPE; State Environm2n ral Policy Act
ERD: Environmental Asss$Sment/Findir•g o.t No Significant .T.mpact
DESC; Contraction of a 30-5lip marina wgi.thin Gideon Creek in Pan14cO County
The attached project has been submitted to the N. C. State C.learinghcuse for
Iintergovd date ta, review, Please review and submit your. response by the above
f a citi date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review tine is needed, Please contact this office at rn19j9j-,2n23.
AS A RESULT OF THIS REVIEW THE FOL OWING IS SU3MITTED:
f[ NO COMMENT
COMMENTS ATTTACCPEEI)
SIGNED BY:
DATE: / 42

ENVIRONMENTAL ASSESSMENT
Proposed Gideon Creek Marina
Community of Pamlico
Pamlico County, North Carolina
Responsible Party:
Mr. Chris Fulcher
P.O. Box 250
Oriental, NC 28570
Prepared for:
North Carolina Department of Natural Resources
Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone] Office
[phone] Fax
November 9, 2004
Revised November 9, 2005
Revised July 10, 2006

A.
B.
C.
D.
E.
INDEX
Proposed Project Description..............................................................................1
Purpose and Need for Proposed Project............................................................3
AlternativeAnalysis.............................................................................................3
Existing Environmental Characteristics of Project Area...................................6
A. Topography
B. Soils
C. Land Use
D. Wetlands
E. Prime or Unique Agricultural Lands
F. Public Lands and Scenic, Recreational and State Natural Areas
G. Areas of Archeological or Historic Value
H. Air Quality
I. Noise Levels
J. Water Resources
K. Forest Resources
L. Shellfish or Fish and Their Habitats
M. Wildlife and Natural Vegetation
Predicted Environmental Effects of Projects....................................................11
A. Topography
B. Soils
C. Land Use
D. Wetlands
E. Prime or Unique Agricultural Lands
F. Public Lands and Scenic, Recreational and State Natural Areas
G. Areas of Archeological or Historic Value
H. Air Quality
I. Noise Levels
J. Water Resources
K. Forest Resources
L. Shellfish or Fish and Their Habitats
M. Wildlife and Natural Vegetation
N. Introduction of Toxic Substances
O. Cumulative Area Impacts
F. Mitigative Measures............................................................................................17

G.
H.
I.
J.
State and Federal Permits Required...................................................................19
References............................................................................................................20
Exhibits
Figure 1.0 Site Location Map
Figure 2.0 USGS 7.5 Minute Quadrangle Map
Figure 3.0 Site Plan - Existing Conditions
Figure 4.0 Site Plan - Proposed Development
Figure 5.0 Site Plan - Hydrographic Survey of Gideon Creek
Appendix
A. Coastal Management Solutions, Inc. SAV Study Results
11

A. PROPOSED PROJECT DESCRIPTION
The proposed Gideon Creek Marina project encompasses the development of a 30 slip
marina on a 5.67 acre parcel of land located off of Gideon Creek in the Pamlico
Community in Pamlico County, North Carolina. The subject property is currently
partially developed as a commercial use marina and fish house. The subject property is
located at the intersection of Pamlico Road, NCSR 1320 and Orchard Creek Road,
NCSR 1317. The subject property is bordered along its eastern side by Gideon Creek.
Included in Figure 1.0 is a site location map depicting the location of the site. Figure
2.0 includes a 7.5 minute Quadrangle Map of the project area. Existing development on
the eastern side of the subject property consists of wooden piers, wood and rip rap
shoreline stabilization, a seafood processing building, a residence, wood shelters and
remains of several other commercial use buildings including concrete slabs, and gravel
and dirt parking and traffic circulation areas. The pier system will accommodate
approximately 12 - 18 boats depending on the length of the vessels. The northern
portion of the subject property was previously developed for residential uses. A
dilapidated wood -framed residential dwelling is located on this portion of the site. A
total of 3.4 acres of the subject property are located on the western side of Orchard
Creek Road as presented on the attached site plans. A block building (residence), a
wood shelter, and gravel traffic areas are located on the 2.37 acre portion of the subject
property located on the western side of Orchard Creek Road. The subject property
covers a total area of 5.67 acres.
It is proposed that the existing commercial marina complex be renovated to
accommodate the proposed marina development. Specifically, it is proposed that a
dock system consisting of 30 slips be constructed on the site. Each slip will be 15 feet
wide by 30 feet in length. It is proposed that a 50 -ton travel lift and haul out facility be
constructed as a part of the marina development. The existing fish house structure will
be converted for marina use. It is proposed that all boat maintenance activities will occur
on the western side of Orchard Creek Road on the 2.37 acre parcel of the subject
property. It is proposed that no out -of -the water boat maintenance activities occur on
the subject property located on the eastern side of Orchard Creek Road. Parking and
traffic circulation areas will be established on the site. Areas currently covered with
impermeable surfaces within the 75 -foot CAMA AEC and Neuse Riparian Buffer area
will be partially removed and these areas re-established with vegetation as part of the
proposed construction.
The existing shoreline stabilization will be replaced as a part of the proposed project.
The existing wooden and concrete rubble shoreline stabilization will be replaced with a
vinyl retaining wall for a portion of the project shoreline.
It is proposed that no dredging occur to accommodate the proposed construction. The
proposed project is located on Gideon Creek which is classified as SA, HQW, and NWS
Waters (Saline, High Quality Waters, and Nutrient Sensitive Waters) by the Department
of Environment and Natural Resources. Gideon Creek is presently closed to the taking
1

of shellfish. The waters of Gideon Creek are designated as a Primary Nursery Area
(PNA).
It is proposed that the entire development as presented on the project plans be
constructed in one phase of construction.
A new parking facility is proposed to be developed on the northeastern side of the
subject property as depicted on the project plans. A total of 30 parking places will be
provided as part of the proposed development.
Public water service will be provided to the new dock and the existing structures to
remain or be renovated as part of this project. Public water service in this area is
provided by Pamlico County. No public sewer service is available within the Pamlico
area of Pamlico County. Two existing on-site septic systems exist on the site. Each of
these systems are currently permitted and operational. It is proposed that the existing
septic systems remain in operation as a part of the proposed construction.
Several permits, in addition to a CAMA Major permit, are needed in order to properly
execute the project. The following permits will be secured to properly execute the
project:
Erosion and Sedimentation Control Permit issued by North Carolina
Division of Land Resources.
Coastal Stormwater Permit issued by North Carolina Division of Water
Quality.
NPDES issued by North Carolina Division of Water Quality.
4. Neuse Riparian Buffer Permit issued by North Carolina Division of Water
Quality.
5. CAMA Major Permit issued by North Carolina Division of Coastal
Management.
6. On-site septic system permit issued by the Pamlico County Health
Department.
7. NCDOT Driveway Permit issued by NC Department of Transportation.
8. Building permit issued by Pamlico County.
It is proposed that stormwater control measures be installed as part of the proposed
construction to comply with the coastal stormwater regulations. Specifically, it is
proposed that a stormwater infiltration basin be constructed on the western side of the
subject property to accommodate stormwater runoff from the site. The stormwater
2

basin will be designed and permitted to comply with the Coastal Stormwater
Regulations. A Neuse Riparian Buffer permit will be sought in order to complete land
disturbing activities within the Neuse Riparian Buffer zone. The land disturbing activities
proposed in this zone will consist of the re-establishment of vegetation in some areas
where impermeable surfaces presently exist.
Financing of the subject property will consist entirely of private funding. The use of
public funding is not anticipated for this project.
B. PURPOSE AND NEED FOR PROPOSED PROJECT
As outlined above, the subject property is currently developed as a commercial use
marina and seafood processing house. The owner of the property desires to
consolidated these commercial fishing operations to another location in the Town of
Oriental. The purpose of this project is to develop the subject property into a residential
use marina that will enhance its present day use and value. The demand for residential
type slips exceeds the demand for commercial marine space. Pamlico County is
experiencing a moderate rate of growth primarily in the residential development sector.
As residential development increases, the demand for marina space in Pamlico County
increases. The redevelopment of the marina property will serve the present day
demand for marina space in Pamlico County.
C. ALTERNATIVE ANALYSIS
The following options were analyzed associated with the proposed action:
1.0 Maintain Status Quo
2.0 Develop Marina at a Different Location
3.0 Development of a Dry -Stack Marina Facility
4.0 Redevelop Subject Property
Each of the alternatives outlined above is discussed below:
1.0 Maintain Status Quo
Maintaining the status quo operation of a commercial marina and a seafood
processing facility on the subject property is not the preferred option. Demand
for commercial marina space in this area of Pamlico County has been reported to
be limited based upon information obtained from Mr. Chris Fulcher, the property
owner and a commercial fisherman and seafood processor. Without an active

commercial fish processing plant at the site, commercial fisherman are not
utilizing the site. Only, resident commercial fisherman are utilizing the marina
facility for docking only. Additionally, the infrastructure that is present on the site
will require substantial maintenance and repair to maintain it in an usable state.
The existing wood pier present at the site does not meet the current criteria
relating to the length of protrusion into the navigitable waterway. The existing
pier exceeds one-quarter of the width to the opposite shore at its present
configuration.
Additionally, there are no stormwater runoff control measures present at the
subject property. Point source discharges are permitted under Permit No.
NC0007609 from the fish house operations. Additionally, surface water runoff is
occurring from the impermeable concrete and gravel surfaces located adjacent to
the existing dilapidated retaining wall.
Maintaining the status quo operations on the site will or may result in:
A. The continuation of commercial marina operations on the site.
B. The continuation of fish and seafood processing on the subject property.
C. The continuation of point source discharges from the seafood processing
facility.
D. The continuation of stormwater runoff from impermeable surfaces within
CAMA and Neuse Riparian Buffer areas.
For these reasons, maintaining status quo on the subject property is not the
preferred action.
2.0 Develop Marina at a Different Location
The current property owner does not have any alternative potential waterfront
marina sites that he currently owns. In order to consider developing a marina at
a different location, real estate would have to be acquired. Additionally, the
development of a marina at another location merely transfer the environmental
detriments of a marina facility to another location. Additionally, if the marina
development is considered for another site, it is possible to continue the
operation of the commercial marina facility at its present location. As a result
there would be a net increase in the number of marina operations.
The use of the subject property, which is currently owned by the proposed
developer, represents the most economically feasible alternative. For cost
considerations alone, the development of a marina at another location is not
deemed a desirable course of action.

3.0 Development of a Dry -Stack Marina Facility
The development of a dry -stack facility on the project property is one alternative
considered. In order to develop a dry -stack facility, a haul -out facility similar in
scale to the proposed action would be needed. Additionally, some limited day -
slip type dockage would be needed in order to stage launching and recovering
boats. The anticipated dock space needed under this alternative would be less
than that needed for the preferred action.
The demand for dry stack storage in this are of Pamlico County is anticipated to
be minimal. There are several private boat launch facilities in the many
waterfront developments in this area of Pamlico County. Boat owners will likely
utilize there private launch facilities due to economic considerations.
Additionally, if at some future point the demand for dry -stack storage increases,
then dry -stack facilities may be able to be constructed on the proposed boat
service area.
The construction of a dry -stack marina does note meet the current demand for
"wet" storage space for boats.
4.0 Redevelop Subject Property
The redevelopment of the existing commercial marina facilities is the proposed
course of action. The completion of the activity in this manner will result in no net
increase in the number of marinas within this area. The redevelopment of the
existing marina will result in the creation of 30 - 15 feet wide x 30 feet long slips
on a new elevated wooden pier. A new vinyl bulkhead will be installed to replace
the existing dilapidated wooden and concrete bulkhead along a portion of the
project shoreline. A new 50 -ton haul -out facility will be constructed.
The proposed course of action will result in the establishment of stormwater
control on the marina site where none exists and will eliminate the point source
discharges into Gideon Creek from the seafood processing facility.
Economically, the proposed action represents the most feasible alternative since
the property is owned by the developer.
For these reasons, the proposed course of action of the redevelopment of the existing
commercial marina is the preferred alternative.

D. EXISTING ENVIRONMENTAL CHARACTERISTICS OF PROJECT AREA
The following section provides a discussion for each listed item of the conditions and
development that presently exists on the site and the surrounding areas. Included in
Figure 3.0 is an existing site survey which documents structures and topography on the
subject property as it exists today. References are made to this Figure in the
discussions outlined below. The following existing environmental characteristics of the
project area are considered:
1.0 Topography
According to the national flood insurance program flood rate maps, the subject
property is located entirely within the 100 year flood plain. In fact, the majority of
this area of Pamlico County is located within the 100 -year flood plain.
Topographic relief on the subject property is generally occurring in a westerly
direction towards Gideon Creek on the eastern side of Orchard Creek Road.
Stormwater runoff is occurring from the vegetated and impermeable surfaces to
Gideon Creek. The average upland elevation on the subject property is
approximately 5.0 feet above sea level. The elevation of the coastal wetland
areas on the site is approximately 2.5 feet in elevation. Topographic relief on the
2.37 acre parcel of the subject property located on the western side of Orchard
Creek Road is occurring in a southerly direction towards the upper reaches of
Gideon Creek.
2.0 Soils
The Pamlico County Soil Survey was consulted to determine the primary soil
types present on the subject property. In the upland areas of the site, the soil
survey indicates an Altavista loamy fine sand (AaA) soil type to be present. This
soil is described to have a surface layer of dark grayish brown loamy sand. The
subsoil layers consist of a sandy clay loam. Permeability of this soil is moderate.
The soil survey indicates a Hobucken muck (HN) to be present in the areas
generally classifiable as wetlands on the site. These areas are located primarily
adjacent to the Gideon Creek. The surface layer of this soil is described as muck.
Table 7 of the soil survey indicates the erosion hazard of the soils on the site to
be "slight'.
3.0 Land Use
The subject property is currently unzoned. There is no zoning within this area of
Pamlico County. The subject property is currently developed as a seafood
processing facility and a commercial marina. The extent of the existing

development is outlined on Figure 3.0. A fish processing facility, a residence,
shelters and a dilapidated dwelling are located within the extent of the subject
property.
The subject property is abutted along its eastern side by Gideon Creek. Sparse
residential development is located to the east of the site across Gideon Creek.
The subject property is abutted along its western side by Orchard Creek Road
and Pamlico Road. Sparse residential development abounds in this area along
the public roadway areas.
The subject property is abutted to the north by primarily residential development
of the Pamlico Community.
The subject property is abutted along its southern side by vacant timberland and
sparse residential development.
The Pamlico Community area is developed primarily as a residential area. There
is no significant commercial development in the Pamlico area other than the fish
processing facility and commercial marina that exists on the site.
The Pamlico County CAMA Land Use Plan Classification of the subject property
and the surrounding property is 'Rural with Services." This classification includes
the areas where development exists at a density and intensity below urban levels
is encouraged.
4.0 Wetlands
Coastal wetland areas are present on the subject property. The approximate
extent of Section 404 Wetlands present on the site is indicated on Figure 3.0. A
wetland delineation was completed on the subject property by Avolis
Engineering, P.A. of New Bern, North Carolina. The wetland delineation will be
submitted for confirmation by the U.S. Army Corps of Engineers, Washington
regional Office at the onset of final design effort.
The coastal wetland limits were flagged on the site by Mr. Stephen Lane of the
North Carolina Division of Coastal Management on October 27, 2004. The
coastal wetland (CAMA wetland) line was surveyed and is depicted on Figure 3.0.
The wetland areas are located primarily along Gideon Creek. No isolated
wetland areas were identified on the subject property. The total area of wetlands
on the subject property is 0.4 acres. The primary functions of the existing
wetlands on the subject property is wildlife habitat and for filtering of surface
water runoff prior to entering Gideon Creek. The 404 and Coastal Wetlands are
shaded to some extent by the mature timber vegetation located on the site.
7

The Neuse Riparian Buffer areas were established based upon the coastal
wetland limits delineated on the site.
5.0 Prime or Unique Agricultural Lands
The subject property is not classifiable as prime or unique agricultural lands. The
subject property, consisting of 5.67 acres, is too small to represent a unique
agricultural land. Additionally, the subject property is located within the
developed Pamlico Community.
6.0 Public Lands and Scenic, Recreational and State Natural Areas
The waters of Gideon Creek and the surrounding waters are designated as
public -trust waters. All waters below the normal water level in the project area,
as public -trust waters, are owned by the State of North Carolina. Existing marina
facilities and shoreline stabilization are present in these public -trust areas. A
total footprint area of approximately 4,260 square feet of decking (docks) exist at
the existing marina as presented on Figure 3.0. A total area of approximately
27,130 square feet of area within public trust waters exists within the existing
marina footprint.
No other public lands or scenic, recreational or State natural areas are located on
or adjacent to the subject property.
7.0 Areas of Archeological or Historic Value
No archeological studies have been completed on the subject property or in the
general vicinity of the subject property. The subject property was originally
developed in the 1950's as a commercial use marina. The residential dwelling
located on the northern end of the site was built during the early 1900's and was
utilized for residential purposes for its entire life. This structure is currently is a
dilapidated condition. The development of the commercial marina area has
resulted in the disturbance of the entire upland areas of the subject property. Rip
rap fill, concrete rubble, building materials and grading activities have occurred
on the subject property resulting in the development of the commercial marina as
depicted on Figure 3.0. The construction and altering of the site over time has
resulted in significant altering of the near surface soils on the site rendering the
possibility that any archeological significant findings exist on the site minimal.
The North Carolina Archives Directory through the North Caroline Archeological
Society was reviewed through the world wide web to document whether or not
any archeologically significant sites exists in the general vicinity of the subject
property. Five sites were listed for Pamlico County on this database, none
existing in the general vicinity of the subject property.

8.0 Air Quality
The subject property is currently developed as a seafood processing facility and
a commercial marina. Typically associated with the operation of this type activity
are air quality issues relating to the smell from seafood processing. These odors
can be offensive at times impacting the air quality for the surrounding residential
development.
9.0 Noise Level
Noise on the subject property is generated through the docking and maneuvering
of commercial vessels at the commercial marina, the loading and unloading of
seafood and the processing of seafood on the site. Transporting seafood via the
local road system also generates noise in the area.
10.0 Water Resources
Surface waters are present adjacent to the subject property. Gideon Creek abuts
the subject property along its eastern and southern sides. Gideon Creek is
currently classifiable as SA, HQW, and NSW (Saline, High Quality Waters and
Nutrient Sensitive Waters). Gideon Creek discharges to Broad Creek which
discharges to the Neuse River. The subject property is located within the Neuse
River Basin.
The subject property is located in the Coastal Plains Physiographic Region of
North Carolina. The shallow groundwater aquifer (surficial aquifer) is occurring
on the subject property within a depth of 2 to 3 feet in the upland areas of the site
and at or near the surface in the wetland areas of the site. The underlying
aquifer is part of the Castle Hayne Aquifer. This aquifer consists primarily of
limestone and sand and is a highly productive aquifer due to the relative ease of
water movement through it.
11.0 Forest Resources
No significant forest resources exist on the subject property. The northern third
of the subject property is covered with sparse mature pine timber. The subject
property is abutted along its southern side by primarily undeveloped land which is
covered with pine and hardwood vegetation.
12.0 Shellfish and Fish and Their Habitats
Gideon Creek abuts the subject property to the east. This area of Gideon Creek
is classified as SA, HQW and NSW (Saline, High Quality Waters and Nutrient
Sensitive Waters) according to the North Carolina Division of Water Quality.
0

Fish species present within the waters of Gideon Creek include juvenile and
mature fish such as specked trout, gray trout, croakers, spot, flounder and red
drum, amongst others.
Shellfish resources present in the waters of Gideon Creek include blue crab,
shrimp, oysters, scallops and clams. The portion of Gideon Creek in the project
area is designated as a Primary Nursery Area (PNA). The taking of shellfish in
areas designated as PNA is restricted. A conversation with the North Carolina
Division of Marine Fisheries, Resource Enhancement Division revealed that
shellfish mapping had not been completed in the Gideon Creek area. No
significant shellfish beds were detected in the project footprint and during
sampling events conducted by Coastal Management Solutions, Inc.
The North Carolina Division of Marine Fisheries was also consulted as it related
to the existence of any areas of submerged aquatic vegetation (SAV) in the
project area. SAV's provide several ecological benefits including improving water
clarity by slowing currents and trapping sediments, stabilizing sediment and
reducing shoreline stabilization and nutrient cycling. Additionally, SAV's provide
refuge areas, spawning habitat, nursery habitat and foraging areas for fish and
shellfish species. The Resource Enhancement Division indicated that SAV
mapping had not been completed in the Gideon Creek area. Coastal
Management Solutions, Inc. conducted an SAV Study of the project area. This
study revealed the presence of SAV's in one area within the project limits. The
complete Coastal Resources Solutions, Inc. report is included in Appendix A.
The limits of coastal wetlands and SAV's present on the project area are
depicted on Figure 3.0. See Section 4.0.
13.0 Wildlife and Natural Vegetation
Due to its limited size and location within the Pamlico Community, the subject
property does not represent a significant wildlife habitat, nor does a significant
amount of natural vegetation exist on the site. The dominant plants on the
upland areas of the site include southern yellow pine mixed hardwoods and
grass. Coastal vegetation in wetland areas include primarily coastal marsh type
species.
Wildlife that may be expected to utilize the project site include: squirrels, rabbits,
deer, snakes, mice, and various species of birds including gulls, crane, osprey,
egrets and pelicans. Due to the relatively small habitat present, the density of
wildlife on the site is relatively low.
10

Federally listed threatened or endangered species for the project area including
all of Pamlico County includes the following:
• American Alligator
• Bald Eagle
• Kemp's Ridley Sea Turtle
• West Indian Manatee
• Red -Cockaded Woodpecker
• Shortnose Sturgeon
• Rough -leaved Loose Strife (Vascular Plant)
E. PREDICTED ENVIRONMENTAL EFFECTS OF PROJECTS
This section provides a discussion of the direct, indirect and cumulative impacts the
proposed action will have on the 13 environmental characteristics discussed above.
1.0 Topography
The subject property will not be significantly altered by the proposed action.
Some grading will occur in order to remove impermeable surfaces and to install
drainage structures and site improvements to direct stormwater runoff away from
the surface waters of Gideon Creek to the proposed stormwater treatment
facilities.
2.0 Soils
Land disturbing activities will occur on approximately 2.5 acres of the subject
property. All land disturbing activities will be confined to the upland portions of
the site. The soils will be regraded to create new drainage patterns on the site.
No excess material will be generated as part of the grading activities. Therefore,
no material will be transported off-site. Any material needed to obtain the design
grades in excess of that which can be generated on site will be obtained from a
borrow pit facility properly permitted through the North Carolina Division of Land
Resources.
Since in excess of 1.0 acres of land will be disturbed by the proposed action, an
Erosion and Sedimentation Control Permit will be obtained. This permit is by the
North Carolina Division of Land Resources.
The existing rip rap and rubble shoreline stabilization will be removed as a part of
the planned shoreline stabilization activities. A total of approximately 350 linear
feet of vinyl sheet piling retaining wall will be installed. A vinyl wall system will be

provided in the same shoreline areas as the existing concrete rubble shoreline
stabilization. A typical cross section of the proposed shoreline stabilization is
included on Figure 5.0.
3.0 Land Use
As previously stated, no zoning exists in this area of Pamlico County. Therefore,
no zoning change is required to complete the proposed project. The
redevelopment of the subject property from a commercial marina and fish
processing facility to a residential type marina facility is more consistent with the
residential development that abounds in the Pamlico Community area. The
primary development present in this area of Pamlico County is waterfront
residential development. The proposed marina facilities will enhance the
availability of wet slip storage and marina facilities in the Pamlico area of Pamlico
County.
The proposed action is consistent with the current CAMA Land Use designation
of the project area as 'Rural with Services."
4.0 Wetlands
No wetlands areas are proposed to be altered or filled in any manner as a part of
the proposed action. Stormwater runoff that is presently entering the wetland
areas from upland impermeable surfaces will be eliminated to the extent practical
by the regrading and redirection of stormwater runoff from the subject property
into the stormwater treatment system. To this end, the overall impacts from
nutrient or sediment runoff to the wetland areas should be lessened.
Erosion and sedimentation control practices will be employed during the
construction process to eliminate the transport of sediment into the adjacent
wetland areas. Once the finish grades are established, stormwater runoff will be
directed primarily away from the wetland areas into the stormwater treatment
system.
Shading of the wetland habitat will occur as a result of the construction of
elevated wooden walkways over the coastal wetland areas. A total of
approximately 400 square feet of coastal wetlands will be shaded by the
proposed elevated walkway. The area of shading has been minimized by
crossing the coastal wetland areas in a perpendicular fashion. Additionally, a
certain degree of shading of wetland areas presently occurs from the mature
timber vegetation that exists on the site that is to remain.
12

5.0 Prime or Unique Agricultural Land
No Prime or unique agricultural lands were identified to exist on the subject
property or adjacent to the subject property. Therefore, no impacts are expected
to occur.
6.0 Public Lands and Scenic, Recreational and State Natural Areas
The redevelopment of the marina will result in a net increase of the use of public -
trust waters for marina operations. A total of 30 slips measuring 15 feet wide x
30 feet long will be created. A total of approximately 4,377 square feet of new
decking (docks) will be constructed. Considering finger piers and walkways, a
total of approximately 33,600 square feet of public -trust bottom will be located
within the total footprint of the proposed marina. The proposed footprint area is
depicted of Figure 4.0. This impact represents an approximate -6,100 square
feet increase in the use of public -trust areas.
No other public lands, scenic or recreational areas were identified to present on
or immediately around the subject property. Therefore, no losses or impacts to
these areas are expected to occur as a result of the proposed action.
7.0 Areas of Archeological or Historic Value
No areas of archeological or historical value were identified to exist on the
subject property. Therefore, no impact to these areas are expected to occur as a
result of the proposed action.
8.0 Air Quality
The air quality in the area of the subject property will not be adversely impacted
by the proposed action. It is anticipated that the ambient air quality will be
improved as a result of the proposed action due to elimination of odors
associated with the seafood processing facility and the commercial marina
present on the site. It is anticipated that ambient air quality will not be
significantly impacted as a result of the proposed development.
During construction, it is not anticipated that the ambient air quality will be
significantly impacted from the light grading and demolition activities that will
occur on the site. Any negative affects to the ambient air quality during
construction activities would be deemed to be temporary in nature and of a
duration of less than 1 to 3 months. Ultimately, as construction work is
completed, the ambient air quality in the area of the site would be considered to
be improved as a result of the proposed action due to the elimination of the
seafood processing facility.
13

9.0 Noise Levels
Noise levels from the proposed recreational marina and boat yard are anticipated
to approximate the noise levels currently being experienced as a result of
commercial marina use and fish house operations. Some increased vehicular
traffic is anticipated to result from the proposed development; however, the use
of heavy commercial vehicles on and around the site should be reduced.
During construction activities, noise levels in and around the area are anticipated
to be elevated above those which are currently being experienced, particularly
during pile driving operations. Construction activities will generally be confined to
daylight working hours at which time the increased noise levels will be more
tolerated.
In summary, no significant increased noise levels are expected as a result of the
proposed action.
10.0 Water Resources
Water resources will be impacted on a limited basis as a result of the proposed
action. In order to complete the proposed action, a stormwater control system
will be designed and permitted for the subject property. The system will allow
surface water runoff from the property to be rerouted through a stormwater
treatment system designed to the North Carolina Division of Water Quality
Coastal Stormwater Regulations. Presently, stormwater runoff flows directly to
the surface waters of Gideon Creek from the permeable and impermeable
surfaces located immediately adjacent to Gideon Creek.
Additionally, an active Division of Water Quality Permit (NC 0007609) permit
exists for the seafood processing facility. This permits allows the discharge of
rinsate water from the seafood processing operation. This point source
discharge will be eliminated as a result of the proposed action.
During construction activities, limited impact to the surface waters should occur
due to the implementation of a sedimentation and erosion control plan for the
site. Silt fencing, diversion ditches and a stormwater collection system will be
employed on the upland areas of the site to prevent surface water runoff from
occurring directly to the surface waters and to retain any sediment on site.
Permanent grass vegetation will be established in areas presently covered with
impermeable surfaces which will provide long-term filtering benefits for surface
water runoff from the site.
The quality and quantity of groundwater in and around the subject property will
not be impacted as a result of the proposed action.
14

11.0 Forest Resources
No forest resources will be destroyed or impacted as a result of the proposed
action.
12.0 Shellfish or Fish and Their Habitats
Shellfish and fish habitats will be impacted to some limited extent on a temporary
and long-term basis. No dredging will occur within the project area. Existing
water depths and bottom structure will be maintained. Limited impacts will occur
to the creek bottom from pile driving operations.
Fish habitat will not be impacted significantly on a short-term or long-term basis
from the proposed action. Limited turbulence is anticipated to occur from prop
"kicking" due to the water depths present in the marina slip areas and entrance
channel from Broad Creek. The amount of sediment resuspension is anticipated
to be minimal due to water depths and the confined (i.e. slow speed) nature of
boat operations in the area. On a long-term basis, the addition of piles and
docks will provide additional habitat for fish species.
The proposed action is not anticipated to have a significant impact to shellfish in
the project area or other waters of Gideon Creek or nearby waters. The
redevelopment of the existing marina will result in the continued use of the area
for marina operations which will continue impacts to fish and shellfish habitat.
However, the commercial activities that are presently permitted to occur at the
site will stop. Specifically, the discharges authorized by Permit NC0007609 for
seafood processing at the site will be eliminated.
The proposed action is anticipated to have no effects on Submerged Aquatic
Vegetation (SAV). No dredging is planned to occur with this project.
Additionally, the dock system will be sited to avoid covering or shading the one
area determined to have SAV's. Shading by boats and structures will not occur
due to dock placement.
The only proposed short-term impacts to Section 404 and coastal wetlands from
the proposed action are minimal disturbances from walkway pile installation. On
a long-term basis, approximately 500 square feet of wetland areas will be
permanently shaded by the elevated wooden walkway.
13.0 Wildlife and Natural Vegetation
The proposed action is not expected to have any adverse impact on wildlife and
natural vegetation. A limited amount of existing timber vegetation will be
removed in order to accommodate the upland development. The majority of the
15

development will occur in areas presently developed with impermeable surfaces
where limited wildlife or natural vegetation exists.
No federally listed threatened or endangered species are anticipated to be
impacted by the proposed action. No habitat or foraging areas for threatened or
endangered species will be eliminated or significantly altered by the proposed
action.
14.0 Introduction of Toxic Substances
A North Carolina Division of Water Quality NPDES permit will be obtained
associated with the marina operation. As a part of this permitting process, an in-
depth marine operations plan will be developed and submitted for review which
will outline in detail operations, boat maintenance and monitoring protocols.
Toxic substances will not be introduced to the environment during project
construction or from post -construction activities in a manner differing from that
which presently exists on the site. Ablative bottom paint will likely be utilized on
any recreational boats stored in wet slips at the proposed marina. As a result,
bottom paint compounds will be introduced to the aquatic environment. These
substances are presently being introduced into the environment by the
commercial vessels that are docked at the existing facilities at the site. It is
anticipated that there will be a slight increase in the quantity of compounds
released to the environment from bottom paints after marina redevelopment
occurs. The existing marina facilities are presently not heavily utilized due to
their deteriorated condition, reducing the quantities of toxic chemicals being
released from boats stored at the marina.
Bottom cleaning and boat maintenance operations will occur on the upland areas
of the site on the western side of Orchard Creek Road. All boat maintenance
activities will be confined to this area of the site. Boats will be hauled from
Gideon Creek on the proposed travel lift and will be transported across Orchard
Creek Road to the maintenance area depicted on the project plans. All surface
water runoff of a nonindustrial nature from this area will be directed to the
proposed stormwater retention facilities and will be treated in compliance with the
Coastal Stormwater Regulations prior to being released from the site. Rinsate
from bottom cleaning and preparation areas will be treated through an on-site
recycling system that will be capable of remediating the rinsate. The closed
system will be cleaned periodically. All contaminated rinsate will be collected by
a commercial recycler/hauler and will be recycled.
Used oils and spent fluids associated with motor maintenance that may occur on
the property will be collected in centralized containers for recycling be an outside
independent contractor. None of these materials will be disposed of on the
16

subject property. Significant quantities of the materials will not be allowed to
accumulated on the site prior to it being hauled by a contracted hauler for
recycling.
It is anticipated that boats with heads will utilize the proposed marina facilities.
The marina will establish and strictly enforce a "closed head" policy. A pump -out
facility will be provided which will discharge to the existing septic systems present
on the site.
Fueling operations will not occur at the proposed marina.
15.0 Cumulative Area Impacts
The project area is located on Gideon Creek which drains to Broad Creek, which
drains to the Neuse River. In order to assess the cumulative environmental
impacts from the proposed action, an area encompassing Gideon Creek and
Broad Creek to the Neuse River was considered. The areas downstream of the
limits project become expansive, diluting environmental impacts. Docking
facilities on Gideon Creek include primarily single-family residential type piers.
On Broad Creek, several 10 -slip marinas or larger marinas are present including
Pointe Marina in Whortonville, the New River Dunes inland basin marina
downstream off of Broad Creek. Cumulatively, the growth of marina facilities in
Gideon Creek Water Shed has been relatively show; however, growth of marina
facilities in the Broad Creek Water Shed has been rapid due solely to the
development of the River Dunes Marina facility.
The replacement of the existing commercial marina with a new 30 -slip marina is
not anticipated to further degrade conditions in the Broad Creek Water Shed due
to the implementation of stormwater control measures and the elimination of
existing point source discharges.
F. MITIGATIVE MEASURES
The following measures are proposed as a part of the project to mitigate the predicted
environmental effects of the project as discussed in Section E above. Outlined below is
a point by point discussion of the mitigative measures to be taken in each of the
fourteen areas outlined above.
1.0 Topography
The topography on the subject property will be altered to redirect stormwater
runoff away from the surface waters of Gideon's Creek to the extend possible. A
stormwater control system is proposed for the project which will treat stormwater
runoff in accordance with the North Carolina Division of Water Quality's Coastal
Stormwater Regulations.
17

2.0 Soils
No mitigative actions proposed.
3.0 Land Use
No mitigative actions proposed.
4.0 Wetlands
No mitigative actions proposed.
5.0 Prime or Unique Agricultural Lands
No mitigative actions proposed.
6.0 Public Land and Scenic, Recreational and State National Areas
No mitigative actions proposed.
7.0 Areas of Archeological or Historic Value
No mitigative actions proposed.
8.0 Air Quality
No mitigative actions proposed.
9.0 Noise Levels
Construction activities will be confined during normal daylight working hours.
Work will generally be confined to the hours between 8:00 am and 5:00 pm
Monday through Saturday for the duration of the construction. No other noise
level mitigative actions are proposed.
10.0 Water Resources
It is proposed, as a result of the approval of the proposed action, that the North
Carolina Division of Water Quality Permit (NC 0007609) associated with the fish
processing facility be relinquished. Relinquishment of this permit will result in the
removal of the point source discharge of rinsate from the seafood processing
operation directly into Gideon Creek.

11.0 Forest Resources
No mitigative measures are proposed.
12.0 Shellfish or Fish and Their Habitats
As mitigative measures for proposed impacts to fish and shellfish habitats, the
discharges to surface waters authorized by NDDES Permit NC0007609 for
seafood processing at the property will be relinquished. Additionally, a
stormwater management system will be developed for the site which will
significantly reduce the release of untreated stormwater directly to the surface
waters. Each of these items will have a positive impact on water quality, and
therefore fish and shellfish habitat. The docking system will be placed in areas
with adequate depths to prevent prop "kicking" and to prevent impacts and
shading of identified SAV areas.
13.0 Wildlife and Natural Vegetation
The existing forest resources existing on
altered by the proposed action. Existing
the proposed action.
the project site will not be significantly
wetland vegetation will not be altered by
14.0 Introduction of Toxic Substances
It is proposed that a stormwater management system be employed on the
subject property to collect any surface water runoff that may occur from the
upland development and to process this runoff through a stormwater control and
treatment system design in accordance with the North Carolina Division of Water
Quality's Coastal Stormwater Regulations. Additionally, it is proposed that boat
cleaning and preparation activities be confined to a central area of the site which
will result in the collection and recycling of rinsate. A North Carolina Division of
Water Quality NPDES permit will be obtained associated with the project. All
rinsate generated from cleaning operations will be hauled from the site by a
properly licensed recycler and will be processed. A sewage pump -out facility will
be provided at the marina. No fueling operations will occur at the site. No other
mitigative measures are proposed relating to the introduction of toxic substances.
G. STATE AND FEDERAL PERMITS REQUIRED
The following list of state and federal permits will be required in order to properly
execute the proposed action:
19

Erosion and Sedimentation Control Permit issued by North Carolina
Division of Land Resources.
2. Coastal Stormwater Permit issued by North Carolina Division of Water
Quality.
3. NPDES issued by the North Carolina Division of Water Quality.
4. Neuse Riparian Buffer Impact Permit issued by North Carolina Division of
Water Quality.
5. CAMA Major Permit issued by Division of Coastal Management.
6. On-site Septic System Permit issued by Pamlico County Health
Department.
7. Driveway Permit issued by NCDOT.
8. Building Permit issued by Pamlico County.
It is proposed that all project permits and approvals be obtained prior to initiating any
construction or demolition activities on the subject property.
H. REFERENCES
The following references were employed in the development of this document:
1. National Flood Insurance Rate Map
2. Soil Survey of Pamlico County, North Carolina, USDA, SCS, 1987
3. NCSHPO, www.hpo.state.nc.us
4. NC Division of Marine Fisheries, www.ncfisheries.net
5. NC Cooperative Extension Service, www.ncsu.edu
6. US Fish and Wildlife Service, nc-fws.gov/es/cntylist/pamlico.html
7. Pamlico County Joint CAMA Land Use Plan
20

FIGURE 1.0

r
f
l C_lt�;-ice
V&r t6
GvarnneU. "i
Cadlai
/ - -
Fork Pt
Ham'ilion OvorhoadGAW8 CToek
% pt iGraveyard
PL' SNnW
Bu ah Pt
GiIIWm /�: 2 ZiTOCElJ. bar / P
(C
,Y _Zj lliI1C0
f
SITE
Broad Clvr,
chap
A \ PAMLICO
10,
A.
STRAIGHOAD '- �• ��• a /�� ��\
FIGURE 1.0
�
� AVOLIS ENGINEERING, P.A. SITE LOCATION MAP
a o PROPOSED GIDEON GREEK MARINA
Civil and Environmental Engineering
PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 COMMUNITY OF PAMLICO
PHONE: [phone], FAX [phone] PAMLICO COUNTY, NC

FIGURE 2.0

`.
pt
av yard
-
' I R
xMr
Ili,1_
COMMUNITY OFJ. 45bhulco
^ r , ::PROP®SED SITE'
P Ll CA OAD
�NGSR 7320 I _ww�'t..
_ `J„�. - '•" 111'1 _
f
RCHARD EEKROAD
GR. _ NCSR 1317 '
T f _
'1
FIGURE 20
AVOLIS ENGINEERING, P.A. USGS 7.5 MINUTE QUADRANGLE MAP
Clvii and Environmental Engineering PROPOSED GIDEON GREEK MARINA
"r_,, •_ PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 COMMUNITY OF PAMLICO
PHONE: [phone]. FAX [phone] PAMLICO COUNTY, NC,

FIGURE 3.0

\ \ \ \ \ I$7E OWNER NOTES:
CHRIS FULCHER 1. PHYSICAL AND TOPOGRAPHIC SURVEY COMPLETED BY:
P.O. BOX 250 DENNIS FORNES & ASSOOATES
\ ORIENTAL, NC 28570 P.O. BOX 12947
PHONE: [phone] NEW BERN, NORTH CAROLINA
\ \ SIZE ADDRESS, 2, THIS SITE IS SERVED BY PAMLICO COUNTY PUBLIC WO
ORCHARD
4146 CREEK ROAD 1. INS SITE IS SERVED BY PRIVATE ON -SIZE SEPTIC ST
4146 O.NORTH CAROLINA
SITE DATA
TOTAL SITE AREA. 5.67 ACRES = 246,985 SF
/G \��\✓\\���\\\\\\
\ \ \
NORMAL WATER LEVEL
\ NORMAL WATER!(NE
10-N
\
ZWOODCD
NORMAL HIGH \K
WATER
4 1 1\ \ \
TW,-NETLAFb LINE 1 EXISIHL((NL�DEFIWI�'�
B.T. B�y 1 1 1
DEED BOOK
290 § 1 1 II Ili _�\
PACE 329 ??9 11 1 \� \\ \ y y /� / WSTNG FppTpRINT-�yP L S
'TRUST WATERS 27,130) \ 1 I \ \ \+
\ \ y111 I 111 \IV W �I I J L'ITENT OF EXISTING \\ '� /�/� �- \ \-•�( \\ \�
RIP -RAP SHORELINE /// \ /, / l�• `'`.`
MATURE PINE
GRASS UPLANDS / / y /
\$\\ I I I \ \
wCA
WA L
1ER IFVE y
I I �� �-' \ t✓'at \
i 11 ``--} - EXISTING 1 L-r�tt NGJWVODF� WHARF 1
y 2.13 ACRES (INCL 404 & 511RMERGED LAUD) fJ� 1"'---{-w 1 `
I OEMg9SHED BUIIOkIC FOOTPRINT GARLAND C. LCH�R L
\ 1 0.164 XuryS (INCL 404
& 9.'BNIEDGED LAND)
`3 I I i cw
I I PK' N INT NCSR 1317 1320
� I E1FV=r
Bill _Is
�A
A EXISTING SHE CO4DITONS
CI CI SCALE: 1'-40'
LEGEND
FXI TN
NEW
(9.0)
HIGH POINT
H.P.
DIRECTION OF FLOW
===�>
GRASS SWALE
---
®
BUILDING
CONCRETE
�..
GRAVEL
m
WETLANDS
'-
UTLITY POLE
X6.75
SPOT ELEVATION
}(6.75)
—6—
CONTOUR
—6-
--W---
WATER MAIN
—W—
--QHE--
OVERHEAD ELECTRIC
--i1GE--
UNDERGROUND ELECTRIC —UGE-
-D—
DRAINAGE PIPE
—D—
DRAINAGE DITCH
--T---
TELEPHONE
P--
WATER SERVICE
�--
CATCH BASIN
rm
TREE LINE
ABBREVIATIBS
GMP CORRUGATED METAL PIPE
R IRON PIPE
IN DUCTILE
INV
INV INVERT
RCP REINFORCED CONCRETE PIPE
R/W RICHT-a-WAY
NORMAL WATER LEVEL
EXISTING 60'
CULVERT
kRIEDEB H
GRAVEL 1 EXIST] CONCRETE PERIMETER � z✓ l A
GEED BOQ( 87 PGE 831 \ wu
FBNDATIB AND RUBBLE y yp y
I r--- 11.2} ACRES IN 404 k SUBM GOD LAND) . / / /
-\ l I w / HORN AL W TER LINE
JG -75-GAMA-AEET \ ..� / y .0
60 RIW PUBLIC v �V y y
EK ROW�NCSR 131 y J� y J•/y A
\,- ` \ 1
` FASTING GRAVEL DRIVEWAY\
\ 4\� ZTRAVEL LIFT
PARKING AREA
Off
2.373 ACRES (INCL 4041& 9J&AERCED LAND)
/ A
'E<c%lil I y
30 NEUSE RIPARIAN BUFFER I E'
\/ 50 ROSE RIPARIAN BUFFER --1 L STORAGE
YARD
J ,
GRAPHIC SCALE
\ tmm-aa n
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
Flrl IRF 3 n

FIGURE 4.0

GENE
\ \ \ \ TOTAL PL NOTES:
i0T0. PROPOSED BOAT RIPS (JQ) ®15 X 30
\ \TOTAL NEW IANYL
TOTAL FINGER PIER�S'.IL17K0 15 SF EEACN = 2551 SF (TOTAL)
TOTAL NEW WOODEN DECKING 4378 SF N0.
EMSBNG PIER
NORMAL WATER LEVEL
\ NORMAL WATER VE
TO PUBLIC
5")"iLi POAL WOODED
.v
/i I \\ `\ ��T _ "k' iNC£RPIER
1 1 T \ � ? � � � W ter. �` `\)
t AL
11 1kl&1 1 i 1 - G' ECL'VATED NOb(IEN *�a a'�4 \\\ \ `% \ \'\ \� \
11^x WALKWAY \. \\\ \ \
1 1' 111 1 \ �WETLAND LINE W i / / ,.� TSE \\\\\ �/ PROPOSED LIFT BM
6' WVOOEN 1\1 L 1 \ \ 11
. lil�� & SERVICE PIER\
F . ` \ / E sTNc � 1' �. �1 1,
i I WA KWAY / W BUIL TE I I 1 3§Ss I I ) \ \ IQ
EVIL NG \\d{�/ ` I .-\ . -.
10 v
l\\\l i $_ A / 60'CM
j 21J l//� \\ /, /.r
OP11N0. SEPIiL—\ / r I c- \ I } / / / \' ' // J / / / J ' `1' ' CULVERT
I CROP -OFF
AREA 4, fix\ \ V \ xs? NOR AL WATER LIN
�NYM.1(� OARF` SSIN LIFT \
PUMP Wi FAgLtt CONCRETE PAD
1 1 I 1 `, V/� �30_NNSE flIPARIAN BUFFER ROAD t�55NG
\ 1 1 =
_
50' NEUSE RIPARIAN
� — _ _ AN DUFFER
75' CAMA AEC
30 PARKING
I I I - -
DRAIN FIELD041
rxurn
T / [� E)QSTNO,RLNkK y, // ( `I' �✓ 75' CANA AEC
_01MING TO REMAIN Y/�////� 1
EMSTINC WOOD FRAME I W
BUILDING TO BE DEMWSHED \ WETLAND Ate} g INE
30' NEUSE RIPARIANL
BURER
/ 'o` v 50' NEUSE RIPARIAN BUFFER
/BOAT SERVICE ARFA7
/ \
A99CN D INFILTRATION
V V V _3
Revisions
\ / GRAPHIC SCALE
A OVERALL SITE PLAN
\ 1 Iveh M K
I Ci CI SCNF: 1-40' ` ` `
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
rwuKL lr.0
3148C2.DWG

FIGURE 5.0

I
A EMSTING SITE CONDITIONS
CI C7 SME: 1°-60'
NM
/ mal a ten.:
�' LNNve we• 1\ \ `•_ _ 1 \ 1 IPNYs vloxivn'� I % ��/" —
•.• �x °• �: wal muw
II xii.eas lNn alvsaaeiunl �p �-nwe`m wmAroollwl � uwuocVup 1p1 iW W
... 2• [i[L�NNi 1 �.-W
�� }},p��� M ql Qyq NSIM4 NXISR MWI[IIX [® M]f P M W
IieLxaull:wl C • \�+� � fOAPagx °R-"� I I.L ras fvq�iw o uNo); W
�I M IT1 I A =F FL=ML=
`6 � mlw uY
•�C\� moi''\
W
F W W W W W W W W
All
I I W W W W WiY�
GRAPHIC SCALE
FOR PERMITTING ONLY -NOT FOR RECORDATON, CONVEYENCE, OR
MCC 5A
,lL
\ : GIIoEpN
/ mal a ten.:
�' LNNve we• 1\ \ `•_ _ 1 \ 1 IPNYs vloxivn'� I % ��/" —
•.• �x °• �: wal muw
II xii.eas lNn alvsaaeiunl �p �-nwe`m wmAroollwl � uwuocVup 1p1 iW W
... 2• [i[L�NNi 1 �.-W
�� }},p��� M ql Qyq NSIM4 NXISR MWI[IIX [® M]f P M W
IieLxaull:wl C • \�+� � fOAPagx °R-"� I I.L ras fvq�iw o uNo); W
�I M IT1 I A =F FL=ML=
`6 � mlw uY
•�C\� moi''\
W
F W W W W W W W W
All
I I W W W W WiY�
GRAPHIC SCALE
FOR PERMITTING ONLY -NOT FOR RECORDATON, CONVEYENCE, OR
MCC 5A
,lL

APPENDIX A

Report on Survey for Submerged Aquatic Vegetation
Gideon Creek, at Orchard and Pamlico Roads
Prepared for:
Avolis Engineering, New Bern, N. C.
Prepared by:
Roger N. Schecter
Coastal Management Solutions,
206 Margo Ct. New Bern, N. C.
July 13, 2006
Location
The site is located at the 'T intersection of Orchard Creek Road and Pamlico
Road in the Community of Pamlico. Gideon Creek is a tributary to Broad Creek and at
this location an old fish house and docks are located (Chris Fulcher Seafood). The
tract is approximately 2.5 acres fronting Gideon Creek (linear footage of shoreline is
approximately 1,149 feet) and a tract across Orchard Road with approximately 2.4
acres with 153 linear feet of shoreline along the upper reaches of Gideon Creek. The
vicinity and tract detail is shown on the attached plat "C V.
Description
Aerial photography from the Division of Coastal Management (2000) and bottom
substrate mapping from the Division of Marine Fisheries (attached) were reviewed as
base information. The DMF classifies the substrate along the shoreline as at the
project site as Subtidal Soft Vegetated without Shell.
Methodology
The survey was undertaken on the morning of July 7, 2006. The sampling area is
shown on the attached plat. Transects parallel to the shoreline were sampled
from a small boat from -1 foot of depth and moving approximately 15 feet waterward to
deep water in the areas not covered by the existing docking facilities. In the water
sampling was carried out from the docks south to the culvert under Orchard Road and
in the immediate area upstream. Where submerged aquatic vegetation was observed,

additional sampling was done to determine the extent of coverage.
Findings
The shore is lined with concrete, and other rip rap along the "developed"
shoreline. Along this shoreline the bottom drops off very quickly to -4 to -5 feet along
the docks and mooring pilings area. The bottom is mainly soft bottom while the areas
along the coastal marsh to the north were noted as firm.
SAV vegetation was noted in a patch located as shown in "C1" in depths not
greater than -2.5 feet. The vegetation, widgeon grass (Ruppia maritima), was localized
and no other vegetation was observed outside this area, with the exception of beds
observed upstream of the Orchard Creek culvert.
Conclusion
It is the conclusion by this author that the presence of widgeon grass
at the location noted should preclude any development of marina or docking facilities.
There is little or no option for water development upstream of the culvert and the
presence of a wide 90 -foot wide coastal marsh fringe in addition to the 50 -foot Neuse
Buffer should serve to protect this habitat.
Author
The SAV Survey was prepared by Roger N. Schecter, Manager of Coastal
Management Solutions, Inc. located in New Bern, N. C.
Mr. Schecter holds a BS in Biology from East Carolina University, an MA in Biology
from UNC -Greensboro, and a Masters in Environmental Planning from UNC -Chapel
Hill. He has 35 years of experience in public and private sectors, including 21 years
with the Department of Environment and Natural Resources where he served as
Assistant Director of the Division of Planning and Assessment and was Director of the
N. C. Division of Coastal Management for eight years.

LL.
0
U
z
k
k
ZOO k�1-401=k0ii-Q)
»#aaa!
!!)MR,al© ��$!$!�2l;!!a!, 2■�a!�!!!
G'a«�!mo!'0![ton's kE,![�lacan
;Z >$|
f/Zz>>Zz>z>>Zz>>Zf)Z
k2lk!&J §«§.�
||E@!!•;
--7�lF_§
$$#;4!!¥0aaaaa$kdkkkklkk%! k
ass�l,2sssl�BSa,a,a„a„!!■ ! !
B�—§ae§����ea��§�+�f�+ff!!�,■�z,e2�
■§■k.uo.���_,��..&�&�.�,�■xul,■§
rl
El
2

5g_QWNEdNOTES 1 A a
GIFTS FULCHER
\ \ I. PHYSICAL AND TOPOGRAPHC SURVEY' COMPLETED BY.
\ \ \ \ P.O. BO% 130 DEWS FGDNES k ASSOCIATES
ORIENTAL, NC 28570 P.O. BOX 12947
PHONE: [phone] NEW ffRx, NORTH CAROLINA
\ \ \ \ SITE ADDRESS2. THIS SITE IS SERVED BY PAMOM COUNTY PUBLIC WATER. w DESCRIPTION Dv DATE
4146 ORCHARD CREEK ROADS.3. THIS SITE R SERVED BY PRIVATE ON-SITE SEPTIC SYSTEMRevisions
NC'PAMLICO, NORTH CAROLINA
SITE OAT)L LEM
TOTAL SITE AREA 3.67 ACNES = 218,985 SF FXUSTI c xEW
\\\ \ \
( 90
HIGH POINT H.P.
DIRECTION OF FLOW
suss SWALE ---
NORMAL WATER LEVEL ® BUILDING
\ \ CONCRETE
NORMAL iER'6(NE\ \ \ \ \\\ \ \ \ \ G
W \ \\\\\\ \\ \ \\` \C\ GRAVEL
NJ ✓r W \ \\\ I \ I \\ °; p\\\\\
WETLANDS
%6.75 USPOT EI£/ARER +(6.75)
W /
CONTOUR —6—
--W--- WATER MAW —W—
W J/ ` "VY W I �•�\\ \\ 1\ \ \-�IIE--
OVERHEAD ELECTRIC
\\
\�
\, \�\\\'DNOERtlNNOELECTRIC UGE-
H �lWJOOE-- DRAINAGE
NYRHICiAAGEOUCH V.
W
TELEPHONE
0 WATER SERVICE 0---- w Ex
m ��c
W 1 T ` \ �A ` .b \ .\ \ \ \ �_ ■ CATCH BASIN 'Z. LL
THEE LINEJIL
-
1 ABBREVIATIONS z wam
`P I IJ, MILANO ONE \ I 1 (/ \ \ \ \\ \ CMP CORRUGATED METAL PIPE W ., 3:0 I
DEE BOK 290 II i ; \ ''�w W y. qa. } \\ F]OSJ 01 DUCTILE IRON PIPE
DEED BOOK 290 $4 I`` 1 1 I \ `� \ N \ INV INVERT
REWO
PAGE 329 { 1 1 \ \ \ \ -- E%I�ENT W EXISTING \\\ • % \ \\\ \ _ � \\ \ RW RE RIGHT-OF-WAY CONCRETE PIPE N
.RIP -R SHORELINE \ - ` \ PAW RI(NT-OF-WAY
AL NORMAL WATER LEVEL
EXTENT OF EXISTING
\ I I \ b I I I _� `♦�`�� \\�'_`_ -� \° i EYISIDIN \\\I�Q�N1V5PIL�RP-IRAP
TfRS- I'OiOU1AIM PINE
GRAZ/RfU
s 60• Jyn�
TING CigE��� � ea
VERT
\\�/Eb511NGI Il_Ms W\ -2NL HIGH
NGIWOOO�YMARFWATERLEVER
zu Aaz6s (INCL /D4 tSUBMERGED LAND)
"G. CwAypNE-\L i I ; i DEMOLISHED BUILDING FOOTPRINT � e xvE DDE�tMIW E`��`I'
N 0.164 AWLS (INCL 404 4 GRAVEL I EXISTING CONCRETE PERIMETER DEED BOOK 87 P�C{ B37 \ \
\ 1 FOUNDATION AND RUBBLE I
W I k 9ERl>ED LAND) L 11.71 ACRES (IN 404 k SIBYE�CED LAND) W W / �� /• W ¢ d
I ) �TNG �S`CAMA-AEE I _\
— — �NORMAL Wy1TEN ONE
ROAD . NOSH 131 k PUBLIC/ W W W u d O L1.' '7..
ORCHARD
I VK' N INT NCSR 1317 1320
/ J I 1 -T
a z
,,��,(
FIN- T f 2.37± ACRES (INCL 404 JL SIRIAERffD LAND) r a 1( W W `✓/ O O
ul
EXISTING GRAVEL DRIVEWAY Ch Z :D Ur
f
JO' NEUSI: RD'APoAN BUFFER I I A " Z
50' NEUSE RIPARIAN BUFFER—i W V)
s U1 0 0
\\ `/RKO U
PARKING A A� \ L / STORAGE j 0 U W
YARD / � a •a�"
\\\
GRAPHIC SCALE
\`
I IN
A EXISTING SITE CONDITIONS
Cl Cl SCALE 1'=/° FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES siaeci.nwc