20090585 Ver 1_Major Variance_20090522

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MOFFATT & NICHOL
May 21, 2009
Cyndi Karoly
N.C. Division of Water Quality
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DEW - WATER QUALITY
WETLANDS AND STpRMWA?ER SRAp4of
401 Oversight and Express Permits Unit
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Re: NCCAT: Shoreline Protection and Marsh Creation (Ocracoke Station Renovation)
Dear Ms. Karoly:
Please find enclosed one (1) original and five (5) copies of the Variance Request Form for the North
Carolina Center for the Advancement of Teaching (NCCAT) Shoreline Protection and Marsh
Creation project on Ocracoke Island, Hyde County, North Carolina. Also enclosed is a check for the
permit application fee.
For the convenience of the DENR staff, I enclosed one (1) set of full size plan sheets that match the
12 by 18 half-sized plan sheets in the CAMA permit application package sent to Steve Trowell in the
Washington Regional Office. These full size sheets are provided in addition to the application as a
courtesy to help with the review process.
If you have any questions, do not hesitate to contact Mr. Alain Coidan at your convenience. He may
be reached at 919-807-4100 or through e-mail at alain.coidanAdoa.nc.gov. For technical questions,
you can also contact me directly at 919-781-4626.
Respectfully,
MOFFATT & NICHOL
J Zironmental e E. Timm, AICP, CEP
Planner
Enc: One (1) original and five (5) copies of the Variance Request Form for the NCCAT Shoreline
Protection and Marsh Creation Project
One check for $570 made payable to DENR
- 0 9-0 5 8 5 MAY 2 ? 2009
DENR - WAT ER QUALITY
aNERM AND STORMWATER BRMal
North Carolina
Department of Administration
North Carolina Center for the Advancement of Teaching
Shoreline Protection and Marsh Creation
Tar Pamlico Buffer Variance
May 21, 2009
Tar Pamlico Buffer Variance
Table of Contents
TAB 1: Project Narrative
TAB 2:Variance Request Form and Additional Responses
TAB 3: Nitrogen and Phosphorous Calculation Worksheets
TAB 4: Designs
G1 Cover Sheet
G2 General Notes and Abbreviations
C1 Overall Site Plan Existing Conditions
C2 Overall Site Plan Proposed Construction
C3 Grading Plan - Sheet 1 of 3
C4 Grading Plan - Sheet 2 of 3
C5 Grading Plan - Sheet 3 of 3
C6 Site Plan - Sheet 1 of 3
C7 Site Plan - Sheet 2 of 3
C8 Site Plan - Sheet 3 of 3
C9 Civil Details
S1 Timber Pier Pile Plan & Schedule
S2 Timber Pier Framing Plan
S3 Timber Pier Deck Plan & Sections
S4 Structural Details
S5 Timber Walkway Plan And Details
EC1 Erosion Control Plan
EC2 Erosion Control Notes
EC3 Erosion Control Details - Sheet 1 of 2
EC4 Erosion Control Details - Sheet 2 of 2
P1 Planting Plan
P2 Planting Details
TAR-PAMLICO BUFFER VARIANCE NARRATIVE
PROJECT NARRATIVE
BACKGROUND
Property historically owned by the United States Coast Guard (USCG) on the sound side of Ocracoke
Island adjacent to Silver Lake Harbour was transferred to the State of North Carolina in May, 2001. This
property belonged to the US Life Saving Service around 1903 with the first station constructed in 1904.
The US Life Saving Service was merged with the US Revenue Cutter System in 1915 to form the USCG,
which continued ownership of the property from 1915 through 1942 and again from 1945 through 2001.
The US Navy was in control of the property during World War II from 1942 through 1945. The State
determined a strong need existed to restore and protect the shoreline on this property.
The shoreline of the property is bounded on the south by the United States Army Corps of Engineers
(USACE) Silver Lake Harbor Jetty and to the north by the remains of a National Park Service (NPS)
concrete bulkhead (G1 Cover Sheet). The shoreline between these structures has been severely eroded,
and continuing erosion jeopardizes the long term use of the property and facilities. The erosion of the
shoreline has also contributed to the weakening of the Jetty and the bulkhead. More significantly, the
shoreline has eroded between 20 to 40 feet since a site survey dated December 2004. A temporary
permit was granted on October 18, 2006 for shoreline stabilization to temporarily stop the erosion and
protect the existing shoreline. Temporary measures were installed in November 2006.
Upland portions of the site including existing facilities were developed and refurbished for use as a
teacher's coastal education professional development center starting in 2007 by the North Carolina
Center for the Advancement of Teaching, NC CAT. Environmental permits received for this work include a
CAMA Major Permit for Development in an Area of Environmental Concern and Stormwater,
Sedimentation and Erosion Control, and Tar-Pamlico Buffer Permits (2006).
Additional shoreline protection and facility enhancement activities were reviewed and cleared in the North
Carolina Center for the Advancement of Teaching Proposed Shoreline Protection and Marsh Creation
Environmental Assessment (EA) (September, 2008) per the requirements of the North Carolina
Environmental Policy Act. This is a supplemental permit application to include the additional project
related activities assessed in the referenced EA under the previously approved permits.
PURPOSE
The purpose of the project is to protect the shoreline from continuing erosion including the creation of an
intertidal marsh while incorporating educational and facility enhancements into the design. The increased
area of intertidal marsh and the protected nature of the site are expected to increase primary productivity
and improve site conditions for growth of juvenile estuarine organisms. A general increase in habitat
values over time is expected as benthic organisms colonize the disturbed aquatic bottom and newly
planted marsh and sea grasses mature. A reduced water depth adjacent to the shoreline is expected to
improve feeding conditions for birds and other wildlife. Additional paths, walkways, and educational signs
will improve access and recreational value and contribute to the sites educational and research value.
The following goals were established for the proposed project:
Protection from Shoreline Erosion
• Physically protect the shoreline from future erosion with breakwater structures
• Reduce the surge impacts of wind generated waves and vessel wake
• Stabilize the South and North project boundaries (Silver Lake Harbor North Jetty and NPS bulkhead,
respectively)
Creation of Shoreline Ecology
• Ecologically protect the shoreline from future erosion with wetland and riparian plantings
• Create intertidal marsh ecology and habitat
• Reclaim and stabilize eroded upland area into maritime forest
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•• Establish coastal pools
• Establish oyster reef
• Establish shallow water/mudflat habitat
Educational and Facility Enhancements
• Establish additional access through a new upland pervious pavement parking facility
• Create shoreline / marsh educational area including an upland path, a timber walkway over the
marsh, and a sitting area at the end of the walkway for as many as 30 people.
• Enhance and create additional educational opportunities where practicable
PROJECT
Project components (Tab 8: Designs) include; (1) construction of a rock sill to stabilize the shoreline in the
selected location, (2) placement of fill and planting of intertidal marsh and maritime forest on the landward
side of the sill possibly including oyster reefs, coastal pools, and mudflat development, and (3)
construction of a new upland pervious pavement parking facility, an educational trail, and timber walkway
adjacent to and into the marsh.
Site surveys and bathymetry readings accomplished on May 31 and June 22, 2006, provided a baseline
to develop appropriate sill and marsh designs. The delineated and surveyed CAMA Mean High Water /
Coastal Line was reviewed and approved by DCM on June 22, 2006.
Protection From Shoreline Erosion
The design criteria for the sill would range from a two- to a five-year return period storm. Professional
coastal engineers with specific expertise in the coastal processes and storm/surge dynamics of the area
designed, reviewed, and sealed the design plans for the proposed structures as described below.
Granite rip rap (armor stone with a median weight of 700 Ibs) will be placed to construct a staggered sill
along the property's adjacent shoreline. The sill will extend from the existing northern groin, located at
the Silver Lake Harbor entrance channel, towards another small groin to the northeast (about 800 linear
feet from beginning to end). The rock sill will function as a breakwater, will be located approximately 200
feet waterward of the existing shoreline, and will be generally aligned along the -3.5 North American
Vertical Datum (NAVD) foot contour. The primary sill will have top and bottom widths of about 6 feet and
40 feet, respectively, and will have side slopes of 1 foot vertical to 3 feet horizontal on the waterward side
and 1 foot vertical to 2 feet horizontal on the landward side. The outer sill will have top and bottom widths
of 6 feet and 30 feet, respectively, with side slopes of 1 foot vertical and 2 feet horizontal (Designs C2-
C9). The total length of all sills combined is approximately 970 feet at the bases and 812 feet at the
crests.
The structure would consist of two layers of stone placed over a geotextile fabric. The outer armor stone
would be granite with a median weight of 700 Ibs with individual stones averaging 1.8 feet in diameter.
The smaller core stone would be 2 to 6 inches in size. Geotextile fabric (approximately 3700 square
yards) will be used to reduce settling and minimize turbidity from rock and rubble placement. The total
structure would have a footprint of approximately 0.75 acres.
The sill would be pervious due to porosity and the inclusion of approximately one protected, overlapping
opening every 200 feet. The design will allow continued tidal exchange of the enhanced marsh and
estuarine habitat and provide access for fish and other organisms. While the sill's primary function is
erosion protection, marine rock is an attachment substrate new to the project area that would add to
habitat diversity and is therefore also considered a habitat enhancement feature.
Restoration of Shoreline Community
The project site will be cleared of fallen vegetation and other easily removable debris. Large concrete
and rebar structures as well as other large trash are located within the project site. This material was
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TAR-PAMLICO BUFFER VARIANCE NARRATIVE
.previously buried and has been exposed through coastal erosion. To the maximum extent practicable,
these materials will be left in place and covered with fill material. Where necessary, the tops of the
concrete material will be mechanically broken apart and removed to ensure that the structures are
completely and safely covered when the area is graded for the restoration and planting.
Approximately 9,300 cubic yards (cy) of clean sand dredged material will be trucked in from a nearby
disposal area and placed landward of the granite sill to restore elevations suitable to reclaim upland
shoreline lost to erosion and for marsh establishment. Fill and grading along the existing shoreline will
extend 200 feet into the sound (to the new sill described previously) from the existing CAMA-approved
Mean Normal High Water (MHW) line. This material would be placed by mechanical means.
Approximately 6500 cy would be placed below the water level, and approximately 2800 cy above.
After a suitable waiting period for the fill material to settle, the shoreline will be graded and prepared as
needed for the planting of approximately 1.2 acres of native marsh grasses on 1.5-feet centers, including
smooth cordgrass (Spartina alterniflora), saltmeadow hay (Spartina patens), and black needlerush
(Juncus roemerianus). Planting elevations were developed based on surveyed elevations from the
Meeker property marsh restoration site along the Silver Lake Harbor South Jetty.
Additional high marsh estuarine shrubs (e.g. marsh elder (Iva frutescens) and wax myrtle (Myrica
cerifera)] and live oak (Quercus virginiana) will be planted, as appropriate, to establish a 1 acre riparian
buffer. Coastal pools would be designed at -1.5' to -2.0' NAVD. This will allow these pools to provide a
mostly permanent aquatic habitat for small fish and invertebrates, which will become a foraging area for
wading birds.
Planting would take place during the first growing season after the completion of the sill construction. The
optimal planting period for these marsh grasses is March through May, with the end of the growing
season being September 30th. The contractor would be required to guarantee at least 80% survival
through the first growing season. The use of additional species to increase habitat diversity and modified
planting density will be considered during final design and as appropriate based on results of monitoring
to improve long-term survival. As part of the project construction, vegetation will be monitored for survival
at the end of the first three growing seasons and replanted as needed for habitat establishment.
As discussed in the design of the granite sill above, openings will be incorporated into the breakwater
construction to allow for sufficient tidal flushing of approximately 2 acres of shallow water and marsh
habitat. Approximately 200 square yards of oyster cultch will be placed within the constructed shallow
water habitat and just within the sill in order to provide substrate for spat attachment and provide
additional fish and benthic habitat. Additional oyster cultch material (800 square yards) will be placed
adjacent to the outer sills. NCCAT will coordinate closely with North Carolina Division of Marine Fisheries
(DMF) to ensure proper design and seeding of oyster reef is accomplished.
The construction and timing of the fill and planting cycle for the restored upland area will require close
coordination with the DENR and the USCG to ensure permit requirements are followed and access to the
site for Coast guard activities is not impeded.
Educational and Facility Enhancements
The NCCAT plans to use the old Coast Guard facility as a coastal educational professional development
center for schoolteachers. This potential marsh creation project would provide excellent hands-on
educational opportunities. Furthermore, it will be highly visible from Cedar Island/Ocracoke and Swan
Quarter/Ocracoke Ferries and may provide additional educational benefits to the general public.
Informative signs will be installed as a component of this project.
Parking Facility: A new parking facility, approximately 110 feet wide and 70 feet long, will be designed to
accommodate 21 parking spaces. The area would be constructed of pervious pavers over an 8 inch bed
of number 57 stone and 2 inches of asphalt sand, and the paver voids will be filled with a pea gravel
mixture. The area will be located on the southwest edge of the facilities new cul-de-sac.
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TAR-PAMLICO BUFFER VARIANCE NARRATIVE
.The proposed project will add approximately 40,200 sf of land (area from the new proposed 0.5 contour to
the delineated coastal line). The new parking area will add approximately 9,140 sf of developed surface
to the NCCAT property. Stormwater treatment was calculated assuming the pervious pavement area is
70% impervious per CAMA and DWQ stormwater BMPs for the area. The stormwater retention area to
the south of the parking area is designed to hold the 1.5 inch storm event. The area is designed at nearly
5685 cubic feet with a surface area of nearly 11,825 square feet (including the existing stormwater
retention area). The parking area would be slightly sloped to drain stormwater into this area and prevent
sheet flow into the newly created riparian buffer, wetland area, and the Pamlico Sound. This new
retention area would connect to the bio-retention area constructed in 2007 with the associated on-site
parking and upland construction. The existing and new bio-retention areas drain into the Silver Lake
Harbour. Constructing the new detention area will improve the function of the existing bio-retention area
by allowing the incoming stormwater to overflow to the new basin.
A slight hump in the road between the cul-de-sac and parking area would ensure that stormwater runoff
from the two areas would remain separate. Stormwater runoff associated with the new parking facility
would be minimal due to the pervious surface. The parking area would be slightly graded to allow any
stormwater that may accumulate in a major event to run off the southwest edge of the parking area into
an upland swale. Water would then be filtered through the upland plantings and wetland before
eventually reaching the Pamlico Sound. In order to protect the surface waters of the sound and the newly
created wetland area, the parking facility would be located no closer than 75 feet from the newly created
shoreline (0.5 foot contour elevation). There would also be a 75 foot buffer maintained between the
parking area and Silver Lake Harbor.
Upland Trail/Walkway: An upland trail approximately 5 feet wide and 500 feet long will be designed in the
maritime forest parallel to the restored shoreline along the +3 feet NAVD contour. The trail will extend
from the NCCAT Driveway around the west side of the new parking area as an elevated timber walkway.
The timber walkway will be designed to extend from the southern tip of the upland trail approximately 120
feet north of the jetty and extend into the marsh parallel to the jetty and perpendicular to the shoreline.
The walkway will be approximately 105 feet long, and -3-4 feet above the mean high water level (El +5.0
NAVD). In order to comply with ADA requirements, the walkway will be at least 5 feet wide to maintain
clear wheel-chair accessibility. The end of the walkway over open water will be designed with a deck
structure to allow wheel-chair turn-around space as well as accessibility and seating for up to 30 people
(15 ft long by 30 ft wide). The walkway will be located to maximize the viewing of ecological diversity
through the marsh and coastal pool areas.
Educational Signage: NCCAT will develop educational signs to be placed along the marsh walkway and
upland trail. Educational signs will be placed in appropriate locations to identify the ecology of the forest,
marsh, coastal pools, mudflats, shallow water habitat, oyster habitat, and engineering designs of the sill.
Informative signs would be posted to identify project partners and describe wetland values and the
features of the habitat restoration project to the visiting public. These activities will be conducted in a
manner that is compatible with established purposes and uses of the NCCAT Property. NCCAT will also
explore the potential of additional educational signs visible from the Ferry and other passing watercraft.
Proposed Construction Methods
The anticipated method of construction includes barges that will deliver rock for the sills and small front
end loaders will push the rock from the barge into its final location. After the sills are constructed, dump
trucks will deliver sands to the site, which will then be pushed into the water and shaped to the proposed
contours using dozers. The number of each type of equipment is to be determined by the contractor. It is
assumed that the dozers will be stored on-site above high water (within the construction limits) until
completion and the trucks would leave the site each day.
Proposed Construction Schedule
Construction of the sill and placement of fill material is scheduled to begin in the winter 2009 to spring of
2010 and be completed within the approved construction window of September 1, 2009 to March 15,
2010. If allowable through this permit, the construction window may be extended to include all of August
2009 and March 2010. The final site preparation and planting of the restored marsh, maritime forest, and
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.other habitats would be conducted following the sill construction and fill placement during March through
May. Construction of the timber walkway into the marsh area will be coordinated with the site
preparation. This coordination will minimize impacts and disturbance on the marsh plantings and ensure
placement of coastal pools or other ecological features adjacent to the walkway. Placement of oyster
cultch sound-ward of the sill will be scheduled to facilitate oyster spat set. Placement will be
accomplished by the DMF or a qualified contractor and will likely be accomplished from watercraft.
Monitoring
A topographic survey of the restoration site identifying significant project features will be made upon
completion to document base conditions and construction compliance. Post construction monitoring will
be conducted over a 5-year plant establishment period based on North Carolina Ecosystem
Enhancement Program requirements for Riparian Buffer restoration. The extent of marsh grasses and
other site features will be mapped and marsh and sea grass conditions will be assessed using DENR-
approved methods. Invasion by exotic non-native plants such as common reed (Phragmites australis) will
be assessed. The information obtained will be compared to the previous year's plot sampling results from
the restoration site. If plant survival is found to be low, remediation requirements will be determined.
Faunal utilization of the site will be assessed by qualitative methods. Pre- and post construction
monitoring of mosquito population will also be conducted. An annual monitoring report will be prepared
and coordinated with interested parties.
Oyster cultch will be inspected for spat set and growth consistent with techniques used by the NCDMF for
assessment of planted oysters. Qualitative comparison with other comparable reference locations will be
made.
Control of Exotics
Post construction monitoring will be conducted over a 5 year plant establishment period; however,
NCCAT is committed to reasonable ongoing monitoring and maintenance for this area and will propose to
integrate exotic species control into educational signage and teaching opportunities where applicable. If
any common reed (Phragmites australis) or other exotic plants are found within the restoration area
during establishment, chemical control will be conducted. We anticipate no significant adverse impacts
as a result of chemical control of common reed. Control would be limited to herbicides and spreaders
formulated for use in the aquatic environment and widely used for this purpose. Herbicides proposed for
use would be registered by the U.S. Environmental Protection Agency. Application would be made in
accordance with label restrictions by a licensed applicator.
Potential Negative and Beneficial Impacts
The following is a summary of potential impacts from the proposed project as discussed in the project's
Environmental Assessment.
Water Quality
Temporary turbidity increases are expected in the project area during project construction activities. The
rock sill will be placed first and provide partial containment of the sandy materials to be used for marsh
construction. The sandy material to be used for project construction will contain low quantities of fine
material and will be allowed to settle within the rock sill. Substantial increases in turbidity are not expected
to occur beyond a reasonable mixing zone from the discharge point. Minor increased turbidity levels will
return to background conditions once construction is completed. No violations of State Water Quality
Standards or significant impacts to water quality are expected.
Stormwater
Stormwater runoff associated with the new parking facility would be minimal due to the pervious surface.
The parking area would be slightly graded to allow any stormwater that may accumulate in a major event
to run off the southwest edge of the parking area into an upland swale. Water would then be filtered
through the upland plantings and wetland before eventually reaching the Pamlico Sound. In order to
protect the surface waters of the sound and the newly created wetland area, the parking facility would be
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.located no closer than 75 feet from the newly created shoreline (0.5 foot contour elevation). There would
also be a 75 foot buffer maintained between the parking area and Silver Lake Harbor.
Wetlands
The land adjacent to the northern end of the marsh restoration area is a wetland vegetated primarily with
Spartina spp.; however, the area to be backfilled for the upland maritime forest and the marsh
construction and the area beneath the footprint of the rock sill are devoid of any marsh or cohesive beds
of submerged aquatic vegetation (SAV). The new wetland and upland areas will tie into an existing
emergent marsh area on the northern side of the property adjacent to the new parking area. All efforts
will be made to protect the existing marsh and enhance the area under the direct supervision of DENR. It
is possible that a very limited area of the existing marsh may be impacted during construction at the
transition line between the existing marsh and the restored marsh. There is no alternative to the limited
placement of dredged or fill material at this transition line for the construction of this project. The project
design minimizes impacts to wetlands to the degree practical and will result in a substantial net increase
in the area of vegetated wetlands.
Terrestrial Resources
Due to erosion at the project site, the terrestrial habitat at the project site is highly degraded in its present
condition. Based on these conditions, wildlife disturbance during construction would be negligible.
However, the proposed project is expected to improve long-term habitat conditions for wildlife. The area
of open water will be reduced and replaced by an increased area of maritime forest and marsh, providing
expected improved conditions for wildlife forage.
Estuarine Resources
Negative impacts of construction of the sill, intertidal marsh, and maritime forest on estuarine resources
would be minor and confined to the immediate vicinity of the project and the time frame in which the
construction occurred. Approximately 4.2 acres of existing open water would be modified by the project.
In this area, 1.2 acres would be converted to intertidal marsh, 1.75 acres would remain subtidal, open
water habitat, 0.75 acres of bottom area would be covered by the sill footprint, and 0.5 acre would be
planted with upland transitional vegetation and maritime forest.
Benthic organisms in the project area may be lost; however, some burrowing up through overburden in
the marsh area may occur. It is anticipated that, once established, the newly created forest and marsh
area would act as a source of primary production (energy), as nursery grounds for sport and commercial
fishery species, and as a system for storing and recycling nutrients. In addition, the area would provide
habitat for many coastal species. The restored area may be used by birds, such as herons, rails,
shorebirds, migratory waterfowl, and songbirds. Many species, such as crabs, mussels, clams, and
periwinkles might live in or on the mud surface. Less obvious, but more numerous, would be annelid and
ollgochaete worms and insect larvae.
The sill would provide an attachment surface for other marine plants and animals. Most of these species
would be expected to colonize aqueous and subaqueous portions of the sill, maintaining a high overall
diversity of marine benthic organisms at the site.
In summary, the proposed project would stabilize the shoreline in the project vicinity and provide an
attachment surface for numerous organisms, thereby, improving the habitat value of the area.
Essential Fish Habitat
During project construction and maintenance there will be an increase in turbidity in the immediate area of
sand or stone deposition. Turbidity and localized disturbance associated with construction activities may
cause the temporary displacement of these and other species of fish from the construction area. Most of
these species are highly mobile and should be able to avoid harm; however, some slow moving animals
may be lost to construction and maintenance activities. Construction of the rock sill and placement of fill
material would be conducted during September 1 to March 15 to minimize impacts to estuarine
organisms. Any direct mortality would be low and expected to be insignificant.
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.The Fishery Management Plan Amendments of the South Atlantic Fishery Management Council identify a
number of categories of Essential Fish Habitat (EFH) and Habitat Areas of Particular Concern. While all
26 of these habitat categories occur in waters of the southeastern United States, many are absent from
the project vicinity. Impacts on habitat categories potentially present in the project vicinity are discussed
below. They included; estuarine water column, aquatic beds, estuarine emergent wetlands, oyster reefs
and shellbanks, palustrine forested wetlands, seagrass (submerged aquatic vegetation) and state-
designated areas of importance for managed species (primary nursery areas).
Estuarine Water Column: Rock and fill placement operations conducted during project construction and
maintenance (if required) may create impacts in the estuarine water column in the immediate vicinity of
the activity, potentially affecting estuarine fish and adjacent habitat. These impacts may include minor and
short-term suspended sediment plumes and related turbidity, as well as the release of soluble trace
constituents from the sediment. During construction, turbidity increases outside the construction area
would not be substantial. Overall water quality impacts of the proposed action are expected to be short-
term and minor. Living estuarine resources dependent upon good water quality are not expected to
experience substantial adverse impacts due to water quality changes.
Impacts to Aquatic Beds: Aquatic beds, such as clam beds are not known to be substantially present in
the project area and were not noted during SAV surveys and field reconnaissance. No evidence of
shellfish beds was observed within the project study area or adjacent to the old bulkhead.
Impacts to Emergent Wetlands and Seagrass: Emergent wetlands and seagrass are present in the
project area. The results of an SAV survey completed on May 30th and 31st, 2006 revealed that the
project study area contains approximately 518 m2 (+/- 0.13 ac) of patchy SAV growth with <5% coverage
within each patch including eelgrass (Zostera mariana) and shoal grass (Halodule wrightii). The SAV was
distributed in sporadic patches throughout the project study area. These patches of SAV were all located
in water that was approximately 2.3 to 3.0 ft deep based on hydrographic data. It is assumed that SAV
does not occur closer to the current shoreline due to the rapid rate of erosion along this particular
shoreline.
In addition to the seagrasses, several species of red and green algae were also identified. The red alga
consisted primarily of Gracilaria sp. and was most common in the shallower areas along transects.
Gracilaria sp. typically attaches itself to a hard substrate such as rocks or debris. The green alga
consisted of Ulva sp. and Codium sp. and, like the red alga, attaches itself to a hard substrate.
No measurable amounts of SAV were observed along the old bulkhead north of the project study area.
This area does contain significant amounts of the previously described red and green algae due to the
abundance of hard substrate resulting from the old bulkhead debris.
These patches of SAV and algae would be destroyed during the grading and filling of the area. However,
the restoration of the area will include the planting of larger, consolidated marsh wetlands and SAV beds
which would have an increased habitat value in the area.
As noted previously, there is an area of coastal marsh along the northern boundary of the project study
area near the old bulkhead and chain link fence. The southernmost portion of this natural marsh may be
disturbed during the marsh restoration construction process. Impacts would be temporary, and any
disturbed area would be replanted as appropriate to blend the boundaries of the natural and man-made
marsh areas.
Overall, this project will protect existing marsh wetlands from future erosion and will establish new marsh
and seagrass habitat. This project will result in a net increase in emergent wetlands and seagrass in the
project area.
Impacts on oyster reefs and shell banks: A survey of the study area and the area around the old
bulkhead assessed and documented the presence or absence of oyster reefs or shellfish beds. Eastern
oysters (Crassostrea virginica) do occur in the area; however, those observed were not part of an oyster
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-reef. Instead they were mostly individuals attached to the scattered rocks and debris that occur
throughout the project study area and along the old bulkhead. No evidence of shellfish beds was
observed within the project study area or adjacent to the old bulkhead.
On July 10, 2008, Mr. Eugene Balance conducted a clam rake sampling at 10 spaced point locations on
transects. The area sampled was 10' x 6' x 10' (600 sf). He made 10, 6 foot pulls of the rake at 10
sampling sites. The rake had a 12 inch diameter head and a dozen knife blades for teeth. It is a top of the
line hand harvest tool. Numerous clam and oyster shells, bottles, bricks and some glass and plate pieces
were recovered. The only live animals caught were 3 quahog clams. All of these were on the
northeastern side, and no more than one at any station.
NCCAT proposes to coordinate with DMF to apply oyster cultch on and adjacent to the completed rock sill
providing a net increase in oyster reef and/or shell bank habitat.
Impacts on State-Designated Areas Important for Managed Species: Primary Nursery Areas, designated
by the North Carolina Marine Fisheries Commission, provide essential habitat for the early development
of commercially important fish and shellfish. Many fish species undergo initial post-larval development in
these areas. Any project related adverse impacts to primary nursery would be associated with project
construction and would be temporary and minor. Construction of the rock sill and placement of fill material
would be conducted from September 1 to March 15 to minimize impacts to estuarine organisms. Habitat
enhancements are expected to result in a net increase in nursery habitat value.
The proposed action is not expected to cause any substantially adverse impacts to Essential Fish Habitat
or EFH species; however, it is anticipated to have substantial beneficial impacts.
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TAR-PAMLICO BUFFER VARIANCE NARRATIVE

Pre- Post-
Area Construction Construction Improvements
(acres) (acres)

Open Water (Pamlico Sound) Decreased physical erosion and lower
velocity currents, increased ecological
4.1 1.7 diversity
Sill Footprint (Pamlico Sound) Attachment for benthic organisms,
0 0.7 foraging habitat
Intertidal Marsh (Pamlico Sound) Foraging habitat, Nesting and Nursery
0 1.2 area, increased biological diversity
Upland transitional vegetation and Foraging habitat, increased biological
maritime forest 0 0.5 diversity, protection of shoreline

SAV (patchy <5% coverage within the Existing SAVs impacted by heavy
0.13 acre area) erosion and water velocity. The new
area will have decreased current
velocities which may provide better
environment for growth of SAVs in the
future. Actual future establishment of
0.1 0 SAV is unknown
Existing coastal wetland Preserve and protect existing emergent
0.1 0.1 marsh area
Oyster Habitat No oyster habitat is currently onsite;
however, studies indicate the area
could be a good candidate for re-
0 0.2 establishment of oyster habitat

T Current Zone 1 is highly eroded and
contains some upland vegetation. The
new Zone 1 would have decreased
slopes and increased area with
plantings of Saltmeadow hay & black

Zone 1 Buffer
0
4 needlerush marsh, marsh elder & wax
. 0.6 myrtle riparian buffer
Current Zone 2 contains some upland
vegetation. The new Zone 2 would
have decreased slopes and increased
area with plantings of Marsh elder &

Zone 2 Buffer
0.2
0.4 wax myrtle riparian and live oak
maritime forest buffers
Page 9 of 10
TAR-PAMLICO BUFFER VARIANCE NARRATIVE
t ya ?i?

1

Page 10 of 10
Aerial View of Site (2008)
(Shows SAV patchiness)
Existing Emergent Marsh to be Protected
Northwest Corner of the Property (2006)
Temporary Shoreline Protection, 2007
Temporary Shoreline Protection, 2007
X i?3
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
'Q9`0585
Variance Request Form
(For Minor and Major Variances)
Protection and Maintenance of Riparian Areas Rules
NOTE: This form may be photocopied for use as an original.
Check the appropriate box below:
0 Major Variance
? Minor Variance
Please identify which Riparian Area Protection Rule applies (Note-this must be one of
North Carolina's four buffered river basins. The River Bain map is available at
hitp://h2o.enr.state.nc.us/admin/mVs/.)
? Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B.0233)
H Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B.0259)
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the corporation, individual, etc. who owns the property):
NC Department of Administration (NCCAT)
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: Alain Coidan, PE
Title: State Construction Office, Consulting Services, Engineer
Street address: 301 N. Wilmington Street, Suite 410
City, State, Zip: Raleigh, NC 27601
Telephone: [phone]
Fax: [phone]
3. Contact person who can answer questions about the proposed project:
Name: Alain Coidan, PE
Version 4: March 2009
Telephone: [phone]
Fax: [phone]
Email: alain.coidangncmail.net
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
NCCAT: Shoreline Protection and Marsh Creation
Project Location:
Street address: 2 Irvin Garrish Highway (NC 12)
City, State, Zip: Ocracoke, NC 27960
County: Hyde
Latitude/longitude: 35°06'56"N, 75°59'16"W
6. Directions to site from nearest major intersection (Attach an 8 '/z x 11 copy of the USGS
topographic map indicating the location of the site).
Immediately adjacent to the Ocracoke / Swan Quarter ferry terminal on NC 12
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
Pamlico Sound and Silver Lake Harbour
Which of the following permits/approvals will be required or have been received already for this
project?
Required: Received: Date received: Permit Type:
-X..- CAMA Major
CAMA Minor
:._ 401 Certification/404 Permit
On-site Wastewater Permit
NPDES Permit (including stormwater)
Non-discharge Permit
?X...w_ Water Supply Watershed Variance
Erosion/Sedimentation Control
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map
or site plan in Adobe (pdf) format) to accurately delineate the boundaries of the land to be utilized
in carrying out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area of
buffer impact in ft'.:
Project components (Tab 4: Designs) include, (1) construction of a rock sill to stabilize the
shoreline in the selected location (2) placement of fill and planting of intertidal marsh and
maritime forest on the landward side of the sill possibly including oyster reefs coastal pools and
mudflat development, and (3) construction of a new upland pervious pavement parking facility,
an
educational trail, and timber walkway adjacent to and into the marsh Proposed construction and
grading activities on-site will require a disturbance of open water within the Pamlico Sound
patchy submerged aquatic vegetation (SAV) and Tar-Pamlico Buffer Zone 1 and Zone 2 The
Variance Request Form, page 2
Version 4 March 2009
existing on-site coastal wetland located on the northern end of the property will not be impacted
by the proposed activities. Upon completion of construction, the normal high water (NHW line
will be re-established at approximately the proposed +0.5' contour line. Approximate area of
buffer temporarily impacted is 26,900 sf (0.6 ac). Approximate area of buffer post-
construction is 39,800 sf (0.9 ac), which will be re-vegetated.
2. Fill in the table below to identify the square footage of impact to Zones 1 & 2 in the protected
riparian buffers and the required mitigation (Fill in the impacts portion of the table, even if
mitigation is not required):
Buffer Impact
Zone of Impact in Number Purpose for Required
Impact Square Feet (Indicate on the Impact Multiplier Mitigation
Plan Sheet
Zone 1 16,900 NA Buffer 3 N/A
Extension and
improvements,
Grading,
timber
walkway
Zone 2 10,000 NA Buffer 1.5 N/A
Extension and
improvements,
Grading,
timber
walkway,
parking area
Total 26,900 N/A
*Zone I extends out 30 feet perpendicular from the most landward limit of the top of bank or the rooted herbaceous
vegetation; Zone 2 extends an additional 20 feet from the edge of Zone 1.
State reasons why this plan for the proposed activity cannot be practically accomplished, reduced
or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
Due to the nature of the project temporary impacts to the riparian buffers cannot be avoided or
minimized unless no action is taken. If no action is taken continued erosion would result in the
eventual loss of substantial upland area at the project site and would further jeopardize the
integrity of the existing jetty and bulkhead structures Additionally, proposed upland uses and
facilities of the NCCAT property would be jeopardized by future erosion and storm events
Additionally, if no action is taken to construct the proposed project all environmental benefits
associated with this action such as increased biodiversity and foraging/habitat value will be
foregone.
4. Description of any best management practices to be used to control impacts associated with the
proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse now, re-
planting vegetation or enhancement of existing vegetation, etc.):
Silt fences will be used to control erosion during grading and construction activities on the
landward side of the limits of disturbance A turbidity curtain will be installed on the water-ward
side of the limits of disturbance to protect water quality The created intertidal marsh area will be
densely planted with native marsh grasses The riparian buffer area and maritime forest areas will
Variance Request Form, page 3
Version 4 March 2009
be re-vegetated with native trees and shrubs. The live oak planting area will also be seeded with
Hatteras American beach rg ass planting mixture to minimize erosion.
Stormwater runoff associated with the new parking acility would be minimized through the
pervious surface. The parking area would be slightly graded to allow any stormwater that may
accumulate in a major event to run off the southwest edge of the parking area into a new
stormwater retention area. The area is designed at nearly 5685 cubic feet with a surface area of
nearly 11,825 square feet (including, the existing stormwater retention area). The parking area
would be slightly sloped to drain stormwater into this area and prevent sheet flow into the newly
created riparian buffer, wetland area, and the Pamlico Sound. This new retention area would
connect to the bio-retention area constructed in 2007 with the associated on-site parkin and
upland construction. The existing and new bio-retention areas drain into the Silver Lake Harbour.
Constructing the new detention area will improve the function of the existing bio-retention area
by allowing the incoming stormwater to overflow to the new basin.
In order to protect the surface waters of the sound and the newly created wetland area, the parking
facility would be located no closer than 75 feet from the newly created shoreline (0.5 foot contour
elevation). There would also be a 75 foot buffer maintained between the parking area and Silver
Lake Harbor.
Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this Rule.
The only way to access the shoreline in order to deliver the sand fill material and complete the
proposed grading is through the existing riparian buffers. Strict application of the buffer rule
would prevent the beneficial stabilization of the shoreline and habitat enhancement. Additionally,
the property will likely continue to erode and jeopardize the existing use of the property
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
Heavy erosion on this property has substantially reduced the upland areas. Several acres of state
owned land have eroded into the sound and been converted into Tar Pamlico Buffer and AEC
Zone as the shoreline moves landward. Inadequate shoreline protection between the adjacent
man-made jetty and NPS bulkhead has exacerbated the erosion with each major storm event and
substantially impacted the use of the property.
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
CIA.
Part 3: Stormwater
1. Provide a description of all best management practices (BMPs) that will be used to control
nutrients and sedimentation impacts associated with the proposed activity. Please ensure to
include all applicable operation & maintenance agreements and worksheets for the proposed
BMPs. Also, include the BMPs on your plan sheets.
Silt fences will be used to control erosion during grading and construction activities on the
landward side of the limits of disturbance A turbidity curtain will be installed on the waterward
side of the limits of disturbance to protect water quality. The created intertidal marsh area will be
densely planted with native marsh grasses The riparian buffer area and maritime forest areas will
be re-vegetated with native trees and shrubs The live oak planting area will also be seeded with
Hatteras American beach rass planting mixture to minimize erosion.
Variance Request Form, page 4
Version 4 March 2009
Stormwater runoff associated with the new parking acility would be minimized through the
pervious surface The parking area would be slia y graded to allow any stormwater that may
accumulate in a major event to run off the southwest edge of the parking area into a new
stormwater retention area. The area is designed at nearly 5685 cubic feet with a surface area of
nearly 11,825 square feet (including the existing stormwater retention area). The parking area
would be slightly sloped to drain stormwater into this area and prevent sheet flow into the newly
created riparian buffer, wetland area, and the Pamlico Sound. This new retention area would
connect to the bio-retention area constructed in 2007 with the associated on-site parking and
upland construction. The existing and new bio-retention areas drain into the Silver Lake Harbour.
Constructing the new detention area will improve the function of the existing bio-retention area
by allowing the incoming stormwater to overflow to the new basin.
In order to protect the surface waters of the sound and the newly created wetland area, the parkin
facility would be located no closer than 75 feet from the newly created shoreline (0.5 foot contour
elevation). There would also be a 75 foot buffer maintained between the parking area and Silver
Lake Harbor.
2. Attach a description of how diffuse flow will be maintained through the protected riparian
buffers. Please ensure to include all applicable operation & maintenance agreements and
worksheets for the proposed diffuse flow measure(s). Also, include the diffuse flow measure(s)
on your plan sheets.
3. What will be the annual nitrogen load contributed by this site after development in pounds per
acre per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)? Attach
a detailed plan for all proposed structural stormwater BMPs.
Drainage Size of Post-development BMP nitrogen6 Final Final
basin drainage nitrogen 6 loading removal nitrogen6 nitrogen6
basin rate without BMPI efficiency5 loading rate loading
(ac) (lbs/ac/yr) (%) (lbs/ac/yr) from
drainage
basin lbs
1 0.95 14.12 TN / 1.43 TP 48 TN / 64.25 TP 5.75 TN / 5.46 TN /
0.36 TP 0.34 TP
2
3
4
S
Totals 14.12 TN / 1.43 TP 48 TN / 64.25 TP 5.75 TN /
0.36 TP
4 Attach calculations and references.
5 Attach calculations and references.
6 Include Phosphorus in the Tar-Pamlico Basin
4. Attach all applicable supplement form(s) and Inspection and Maintenance (I&M) Form(s) to this
completed application. The applicable supplemental form(s) and I&M form(s) for the proposed
BMPs noted in your application can be downloaded from the following website:
Variance Request Form, page 5
Version 4 March 2009
http://h2o.enr.state.nc.us/su/bmp fonns.htm
Variance Request Form, page 6
Version 4 March 2009
Part 4: Proposed Impacts and Mitigation
Provide a description of how mitigation will be achieved at your site pursuant to 15A NCAC
213.0242 for the Neuse Basin and 15A NCAC 2B.060 for the Tar-Pamlico Basin.
If buffer restoration is the method you are requesting, be sure to include a detailed planting plan
to include plant type, date of plantings, the date of the one-time fertilization in the protected
riparian buffers and a plan sheet showing the proposed location of the plantings. A guide to
buffer restoration can be downloaded at the following website:
http://www.neeep.net/news/reports/buffers ndf
If payment into a buffer restoration fund is how you plan to achieve your mitigation requirement,
then include an acceptance letter from the mitigation bank you propose to use stating they have
the mitigation credits available for the mitigation requested.
Part 5: Deed Restrictions
By your signature in Part 6 of this application, you certify that all structural stormwater BMPs
required by this variance shall be located in recorded stormwater easements, that the easements will
run with the land, that the easements cannot be changed or deleted without concurrence from the
State, and that the easements will be recorded prior to the sale of any lot.
Part 6: Applicant's Certification
I? _._....... _........_..?'?,.1aiiC'c}d n. P.F., (print or type name of person listed in Part I, Item 2), certify that the
information included on this permit application form is correct, that the project will be constructed in
conformance with the approved plans and that the deed restrictions in accordance with Part 5 of this
form will be recorded with all required permit conditions.
Signature:
Date:
Title:
5_ 2/-0
- ...... _..
?State C:'onstnrctit)n t)ff'ice, C;onyulti_ 1 S t i jam , Fn ; Meer
Part 7: Plan Sheets
Be sure to include a copy of all of your completed application form, plan sheets and maps in Adobe
(pdf) format on a CD or floppy disk.
Variance Request Form, page 7
Version 4 March 2009
Part 8: Checklist
A complete application submittal consists of the following components. Incomplete submittals will
be returned to the applicant. The complete variance request submittal must be received 90 days prior
to the EMC meeting at which you wish the request to be heard. Initial below to indicate that the
necessary information has been provided.
Applicant's
Initials
............vT.......... L..........._...
............. ....._ .. ....K-_._...
............................0

Item
• Original and two copies of the Variance Request Form and the attachments
listed below.
• A vicinity map of the project (see Part 1, Item 5)
• Narrative demonstration of the need for a variance (see Part 2)
• A detailed narrative description of stormwater treatment/management (see Part
4)
• Calculations supporting nitrogen (phosphorus in the Tar-Pamlico Basin)
loading estimates (see Part 4)
• Calculations and references supporting nitrogen (phosphorus in the Tar-
Pamlico Basin) removal from proposed BMPs (see Part 4)
• Location and details for all proposed structural stormwater BMPs (see Part 4)
• Three copies of the applicable Supplement Form(s) and I&M Form(s) for each
BMP and/or narrative for each innovative BMP (see Part 4)
• Three copies of plans and specifications, including:
0 Development/Project name
0 Engineer and firm
0 Legend and north arrow
0 Scale (I"= 50' is preferred)
0 Revision number & date
0 Mean high water line (if applicable)
0 Dimensioned property/project boundary
0 Location map with named streets or NC State Road numbers
0 Original contours, proposed contours, spot elevations, finished floor
elevations
0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off-site), drainage easements, pipe sizes,
runoff calculations
0 Drainage basins delineated
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page 8
Version 4 March 2009

TAR-PAMLICO BUFFER VARIANCE ADDITIONAL RESPONSES
.VRF (3): Stormwater
2. Description of description of how diffuse flow will be maintained through the protected
riparian buffers
Diffuse flow will be maintained and improved above current conditions as a result of the grading
activities. The proposed development activity will not add any concentrated source of flows as
there are no catch basins, cisterns, or other stormwater outfalls proposed.
3. What will be the annual nitrogen load contributed by this site after development in pounds
per acre per year without structural BMPs (stormwater pond, wetland, infiltration basin,
etc)? Attach a detailed plan for all proposed structural stormwater BMPs.
The additional impervious surface proposed includes the construction of a pervious pavement
parking area and an elevated timber walkway.
Parking Facility: A new parking facility, approximately 110 feet wide and 70 feet long, will be
designed to accommodate 21 parking spaces. The area would be constructed of pervious pavers
over an 8 inch bed of number 57 stone and 2 inches of asphalt sand, and the paver voids will be
filled with a pea gravel mixture. The area will be located on the southwest edge of the facilities
new cul-de-sac.
The proposed project will add approximately 40,200 sf of land (area from the new proposed 0.5
contour to the delineated coastal line). The new parking area will add approximately 9,140 sf of
developed surface to the NCCAT property. Stormwater treatment was calculated assuming the
pervious pavement area is 70% impervious per CAMA and DWQ stormwater BMPs for the area.
The stormwater retention area to the south of the parking area is designed to hold the 1.5 inch
storm event. The area is designed at nearly 5685 cubic feet with a surface area of nearly 11,825
square feet (including the existing stormwater retention area). The parking area would be slightly
sloped to drain stormwater into this area and prevent sheet flow into the newly created riparian
buffer, wetland area, and the Pamlico Sound. This new retention area would connect to the bio-
retention area constructed in 2007 with the associated on-site parking and upland construction.
The existing and new bio-retention areas drain into the Silver Lake Harbour. Constructing the
new detention area will improve the function of the existing bio-retention area by allowing the
incoming stormwater to overflow to the new basin.
A slight hump in the road between the cul-de-sac and parking area would ensure that stormwater
runoff from the two areas would remain separate. Stormwater runoff associated with the new
parking facility would be minimal due to the pervious surface. The parking area would be slightly
graded to allow any stormwater that may accumulate in a major event to run off the southwest
edge of the parking area into an upland swale. Water would then be filtered through the upland
plantings and wetland before eventually reaching the Pamlico Sound. In order to protect the
surface waters of the sound and the newly created wetland area, the parking facility would be
located no closer than 75 feet from the newly created shoreline (0.5 foot contour elevation).
There would also be a 75 foot buffer maintained between the parking area and Silver Lake
Harbor.
Upland Trail/Walkway: An upland trail approximately 5 feet wide and 500 feet long will be
designed in the maritime forest parallel to the restored shoreline along the +3 feet NAVD
contour. The trail will extend from the NCCAT Driveway around the west side of the new parking
area as an elevated timber walkway. The timber walkway will be designed to extend from the
southern tip of the upland trail approximately 120 feet north of the jetty and extend into the marsh
parallel to the jetty and perpendicular to the shoreline. The walkway will be approximately 105
feet long, and -3-4 feet above the mean high water level (EI +5.0 NAVD). In order to comply with
ADA requirements, the walkway will be at least 5 feet wide to maintain clear wheel-chair
Page 1 of 4
TAR-PAMLICO BUFFER VARIANCE ADDITIONAL RESPONSES
accessibility. The end of the walkway over open water will be designed with a deck structure to
allow wheel-chair turn-around space as well as accessibility and seating for up to 30 people (15 ft
long by 30 ft wide). The walkway will be located to maximize the viewing of ecological diversity
through the marsh and coastal pool areas.
VRF (5): Proposed Impacts and Mitigation
Existing environmentally sensitive areas and applicable buffers are depicted in Designs C1 and
C2. Proposed construction and grading activities on-site will require a disturbance of open water
within the Pamlico Sound, submerged aquatic vegetation (SAV), and Tar-Pamlico Buffer Zone 1
and Zone 2. The existing on-site coastal wetland located on the northern end of the property will
not be impacted by the proposed activities. A summary of pre and post-construction acres of
environmentally sensitive areas and buffers is included below.
Pre- Post-
Area Construction Construction Improvements
_ (acres) (acres)

Open Water (Pamlico Sound) Decreased physical erosion and lower

q velocity currents, increased ecological
1.7 diversity
Sill Footprint (Pamlico Sound) Attachment for benthic organisms,
n 0.7 foraging habitat
Intertidal Marsh (Pamlico Sound) Foraging habitat, Nesting and Nursery

Upland transitional vegetation and 0 1.2 area, increased biological diversity
Foraging habitat, increased biological
maritime forest p 0
5 diversity, protection of shoreline
.

SAV (patchy <5% coverage within the Existing SAVs impacted by heavy
0.13 acre area) erosion and water velocity. The new
area will have decreased current
velocities which may provide better
environment for growth of SAVs in the
future. Actual future establishment of

Existing coastal wetland 0.1 0 SAV is unknown
Preserve and protect existing emergent

Oyster Habitat 0.1 0.1 marsh area
No oyster habitat is currently onsite;
however, studies indicate the area
could be a good candidate for re-
© 0.2 establishment of oyster habitat

Current Zone 1 is highly eroded and
contains some upland vegetation. The
new Zone 1 would have decreased
slopes and increased area with
plantings of Saltmeadow hay & black

Zone l Buffer
0
4 needlerush marsh, marsh elder & wax
. 0.6 myrtle riparian buffer
Current Zone 2 contains some upland
vegetation. The new Zone 2 would
have decreased slopes and increased
area with plantings of Marsh elder &

Zone 2 Buffer
0
2
0 wax myrtle riparian and live oak
. .4 maritime forest buffers
Page 2 of 4
TAR-PAMLICO BUFFER VARIANCE ADDITIONAL RESPONSES
Protection From Shoreline Erosion
The design criteria for the sill would range from a two- to a five-year return period storm.
Professional coastal engineers with specific expertise in the coastal processes and storm/surge
dynamics of the area designed, reviewed, and sealed the design plans for the proposed
structures as described below.
Granite rip rap (armor stone with a median weight of 700 Ibs) will be placed to construct a
staggered sill along the property's adjacent shoreline. The sill will extend from the existing
northern groin, located at the Silver Lake Harbor entrance channel, towards another small groin
to the northeast (about 800 linear feet from beginning to end). The rock sill will function as a
breakwater, will be located approximately 200 feet waterward of the existing shoreline, and will be
generally aligned along the -3.5 North American Vertical Datum (NAVD) foot contour. The
primary sill will have top and bottom widths of about 6 feet and 40 feet, respectively, and will have
side slopes of 1 foot vertical to 3 feet horizontal on the waterward side and 1 foot vertical to 2 feet
horizontal on the landward side. The outer sill will have top and bottom widths of 6 feet and 30
feet, respectively, with side slopes of 1 foot vertical and 2 feet horizontal (Designs C2-C9). The
total length of all sills combined is approximately 970 feet at the bases and 812 feet at the crests.
The structure would consist of two layers of stone placed over a geotextile fabric. The outer armor
stone would be granite with a median weight of 700 Ibs with individual stones averaging 1.8 feet
in diameter. The smaller core stone would be 2 to 6 inches in size. Geotextile fabric
(approximately 3700 square yards) will be used to reduce settling and minimize turbidity from
rock and rubble placement. The total structure would have a footprint of approximately 0.75
acres.
The sill would be pervious due to porosity and the inclusion of approximately one protected,
overlapping opening every 200 feet. The design will allow continued tidal exchange of the
enhanced marsh and estuarine habitat and provide access for fish and other organisms. While
the sill's primary function is erosion protection, marine rock is an attachment substrate new to the
project area that would add to habitat diversity and is therefore also considered a habitat
enhancement feature.
Restoration of Shoreline Community
The project site will be cleared of fallen vegetation and other easily removable debris. Large
concrete and rebar structures as well as other large trash are located within the project site. This
material was previously buried and has been exposed through coastal erosion. To the maximum
extent practicable, these materials will be left in place and covered with fill material. Where
necessary, the tops of the concrete material will be mechanically broken apart and removed to
ensure that the structures are completely and safely covered when the area is graded for the
restoration and planting.
Approximately 9,300 cubic yards (cy) of clean sandy dredged material will be trucked in from a
nearby disposal area and placed landward of the granite sill to restore elevations suitable to
reclaim upland shoreline lost to erosion and for marsh establishment. Fill and grading along the
existing shoreline will extend 200 feet into the sound (to the new sill described previously) from
the existing CAMA-approved Mean Normal High Water (MHW) line. This material would be
placed by mechanical means. Approximately 6500 cy would be placed below the water level, and
approximately 2800 cy above.
After a suitable waiting period for the fill material to settle, the shoreline will be graded and
prepared as needed for the planting of native marsh grasses (Design Sheets P1-2). Planting
elevations were developed based on surveyed elevations from the Meeker property marsh
restoration site along the Silver Lake Harbor South Jetty. Coastal pools are designed at -1.5' to -
2.0' NAVD. This will allow these pools to provide a mostly permanent aquatic habitat for small
fish and invertebrates, which will become a foraging area for wading birds. Additional high marsh
Page 3 of 4
TAR-PAMLICO BUFFER VARIANCE ADDITIONAL RESPONSES
estuarine shrubs and trees will be planted to re-establish the Zone 1 and Zone 2 riparian buffer
area.
Planting would take place during the first growing season after the completion of the sill
construction. The optimal planting period for marsh grasses is March through May, with the end
of the growing season being September 30th. The contractor would be required to guarantee at
least 80% survival through the first growing season. The use of additional species to increase
habitat diversity and modified planting density will be considered during final design and as
appropriate based on results of monitoring to improve long-term survival. As part of the project
construction, vegetation will be monitored for survival at the end of the first three growing seasons
and replanted as needed for habitat establishment.
As discussed in the design of the granite sill above, openings will be incorporated into the
breakwater construction to allow for sufficient tidal flushing of approximately 2 acres of shallow
water and marsh habitat. Approximately 200 square yards of oyster cultch will be placed within
the constructed shallow water habitat and just within the sill in order to provide substrate for spat
attachment and provide additional fish and benthic habitat. Additional oyster cultch material (800
square yards) will be placed adjacent to the outer sills. NCCAT will coordinate closely with North
Carolina Division of Marine Fisheries (DMF) to ensure proper design and seeding of oyster reef is
accomplished.
Upon completion of construction, the normal high water (NHW) line will be re-established at
approximately the proposed +0.5' contour line. From this line, Zone 1 and Zone 2 buffer lines will
also be re-established. As a result, an increase in total riparian buffer area will be provided.
Additionally, the creation of intertidal marsh and habitat features will increase the functions and
values of the site post-construction.
Post construction monitoring will be conducted over a 5 year plant establishment period based on
North Carolina Ecosystem Enhancement Program requirements for Riparian Buffer restoration;
however NCCAT is committed to reasonable ongoing monitoring and maintenance for this area.
Page 4 of 4
Tar-Pamlico Stormwater Rule 15A NCAC 2B .0258
Coastal Plain of the Tar-Pamlico River Basin:
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Last Modified 5/14/2009
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (Automated)
Project Name: Shoreline Protection and Marsh Creation - NC Center for the Advancement of Teaching, Ocracoke, NC
Date: 511312009
By: EBB Checked By:
Directions (same for pre-development and post-development tables):
> Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
> Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and also for consistency wi
the site plans. If all of these values are not the same, there is an error that must be corrected.
> Unless drainage onto the development from offsite is diverted around or through the site, offsite catchment area draining in mus
be included in the acreage values and treated.
Pre-development:
(1) (2) (3) (4) (5). ,.._ (6) (7)
Type of Land Cover Area S.M. Formula Average EMC Column, ;overage EMC . _ ,('olumn
'
acres 0.51 + 9.11) of TN m /L 2 *- (3):* 4 of`I'P mg/L) 2 *" (3)
-? 6
Transportation -impervious4.44 2.60 4.73 0.19 0.35
Roof impervious 4.44 1.95 0.00 0.11 0.00
iManagM pervious
4.44
;(lawn/landscaped) _ 1.42 3.40 0.28 0.67
-Managed pervious
4.44
(cropland) 4.23 0.00 1.23 0.00
Managed per'vious'

4.44
(pasture)
2.04
0.00
0.62
0.00
NVooded pervious 4.44 0.95 0.00 0.14 0.00
Fraction Impervious (I)= 0.43 TN Loading 8.13 TP=I,?adin? 1
02
(Ib/yr) _ ?Iti/yr) .

total ?Area'of Development = 0.95 TN Exp. Coeff.
8.56 TP l xp. C'oeff.
1
07
(lb/ac/yr) .
Post-development:
'`.(1), (2) (3) (4) (5) (6) (7)
Type' of Land Cover, ?Area S.M. Formula Average EMC Column Average EMC Column
acres 0.51 + 9.11 of TN (m g /L 2 3 * 4 of TP m 2 `*.? 3 ' *- 6
Transportation impervious 6.45 2.60 10.40 0.19 0.76
Roof impervious 6.45 1.95 0.00 0.11 0.00
Managed pervious 6.45 1.42 3.02 0.28 0.60
'Wooded pervious 6.45 0.94 0.00 0.14 0.00
Fraction`Impervious (i)= 0.65 TN Loading 13.42 TP Loadi n g
1
36
(Ib/yr) = .
(Ib/yr)
Tota.I Area of Development = 0,95 TN Exp. Coeff. 14.12 TP Exp. Coe' ff. 1.43
(lb/ac/yr) _ (Ib/ac/yr) -=
Note: The nutrient loading goals are 4.0 lb/ac/yr for TN and 0.4 lb/ac/yr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings after BMPs are installed.
Tar-Pamlico Stormwater Rule 15A NCAC 2B.0258
Coastal Plain of the Tar-Pamlico River Basin:
Includes Greenville and Washinkton as well as Pitt and Beaufort Counties
Last Modified 5/23/03
BMP Removal Calculation Worksheet (Automated)
Project Name: Shoreline Protection and Marsh Creation - NC Center or the Advancement o Teaching Ocracoke, NC
Date: 511312009
By: EBB Checked By:
Directions:
> It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoff flowing
onto the development from offsite is routed separately around or through the site, the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s) and treated.
> Above each table: Enter the catchment acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coefficients you calculated above to the rule requirements of 4.0 Ib/ac/yr TN and 0.4 Ib/ac/yr TP, select BMP(s) from the list fo
treating the catchment runoff. Enter the chosen BMP(s) nutrient removal rates in the green blanks. If more than one BMP is to be
used in series, the combined removal rates will be calculated automatically in the blue blanks.
> Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP
worksheet tables, and also to the site plans, for consistency. All of these values need to be the same
TN TP Design Standard
BMP Wet Detention Pond 25 40 NC BMP Manual
Nutrient stormwater Wetland 40 35 NC BMP Manual
Removal Sand Filter 35 45 NC BMP Manual
Rates Bioretention 35 45 NC BMP Manual
Grass Swales 20 20 NC BMP Manual
Vegetated Filter Strip w/
20 35
Level Spreader NC BMP Manual
Dry Detention 10 10 NC BMP Manual
Catchment 1:
Total acreage of catchment 1 = ac
First BMP's TN removal rate = '`` % First BMP's TP removal rate =
I %
Second BMP's TN removal rate = _? % Second BMP's TP removal rate = %
Third BMP's TN removal rate = ?
% Third BMP's TP removal rate = %
TOTAL TN REMOVAL RATE = 48 % TOTAL TP REMOVAL RATE _ 64.2.5 %
(Il (2) (3) (4) (5) (6) (?1
Type of land Cover Catchment S.M. Formula Average EMC Column Average EMC Column
Acreage 0.51 + 9.11) of TN (m") 2 3 x 4 of TP m /L 2 3 6

Tr`ansportalion impcrvioo,, 5.17 2.60 8.34 0.19 0.61
Roof inipernioiis ' 5.17 1.95 0.00 0.11 0.00
Mana?;e'd pcnious 5.17 1.42 2.42 0.28 0.48
Wooded pervious 5.17 0.94 0.00 0.14 0.00
Area taken up by BMP 5.17 1.95 2.62 0.11 0.15
Fraction Impervious (I) _ p,51 Pre-BN1P TN
13.39 Pre-BNIP TP
1
24
Load (lb/yr) = Load (Ib/yr) = .

Total Area of Development= 1.21 Pre-BMPTN 11.06 Pre-BMPTP
1
02
Export (lb/ac/yr) Export (lb/ae/yr) '
Post-BMP TN 6 96 Post-BMP TP
Load (lb/yr) = Load (lb/yr) = 0.44

Post=BMP TN 5.75 Post-BMP TP
0.36
Ex
Port (Ib/ac/yr ) Export (Ib/ac/yr)
Tar-Pamlico Stormwater Rule 15A NCAC 2B .0258
Last Modified 5/23/03
Catchment 2:
Total acreage of catchment 2 `Y s ac
First BMP's TN removal rate % First BMP's TP removal rate = %
Second BMP's TN removal rate =', + % Second BMP's TP removal rate = %
Third BMP's TN removal rate % Third BMP's TP removal rate = %
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %
(1) (2) (3) (4) (5) (6) (7)
Type of Land Cover Catchment S.M. Formula Average EMC Column Average EMC Column
Acres e 0.51 + 9.11) of TN m /L 2 3 4 of TP m /L 2 3 6

Transportation impervious 2.60 0.19
Roof impervious 1.95 0.11
Managed pervious 1,42 0.28
Wooded pen ious 0.94 0.14
Area taken up by BMP 1.95 0.11
Fraction IMpervioas (1) Pre-BMP TN Pre-BMP-TP
Load-(lb/yr) = Load (lb/yr)

Total Ai ea of Des elopment== Pre-BMP TN
Export (lb/aclyr) Pre-BMP TP
Export (lb/ac/yr)

Post-BMP TN Post-BN1P TP
Load (Ib/y,r) = Load (lb/yr)

Post-BMP TN Post-BMP TP
Export (lb/ac/yr) Export (lb/ac/yr)
Catchment 3:
Total acreage of catchment 3 = ac
First BMP's TN removal rate = % First BMP's TP removal rate = %
Second BMP's TN removal rate = % Second BMP's TP removal rate = %
Third BMP's TN removal rate = % Third BMP's TP removal rate = %
TOTAL TN REMOVAL RATE = 0 % TOTAL TP REMOVAL RATE = 0 %
(1)
Type of Land Cover (2)
;Catchment
? (3)
S.M. Formula (4)
Average EMC' (5)
Column (6)
Average EMC (7)
Column
Acrea
e. 0.51+9.1 of TN m /L' 2 (3) (4) oLTP m 7L 2 3 6

Transportation impervious 2.60 0.19
Roof impervious 1.95 0.11
]lfanaged pc-?io'us 1.42 0.28
Wooded pervious 0.94 0.14
Area taken`,up'by BMP. 1.95 0.11
Fraction Impervious (1),= ? Pre-BMP TN Pre-BMP TP
Load (lb/yr) = Load (lb/yr) _

Total Area of Development= Pre-BMP TN Pre-BMP TP
Export (lb/ac/yr) Export (lb/ac/yr)
Post-BMP TN Post-BMP TP
Load (lb/yr) = Load (lb/yr)
Post-BMP TN Post-BMP TP
Export (lb/ac/yr) Export Ob/ac/yr)
Tar-Pamlico Stormwater Rule 15A NCAC 28 .0258
Last Modified 5/23/03
Weighted Average of Nutrient Loadings from the Catchments:
Catchment
Acreage Post-BMP
TN Loading
(1b/ac/ yr) Post-BNIP
TP Loading
(lb/ac/vr)
Catchment ] 0.95 5.75 0.36
Catchment 2 0.00 0.00 0.00
Catchment 3 0.00 0.00 0.00
TOTAL FOR DEVELOPMENT 0.95 5.75 0.36
Note: The nutrient loading goals are 4.0 lb/ac/yr for TN and 0.416/ac/yr for TP. If the post-development nutrient
loading is below these levels, then the BMPs planned are adequate. Otherwise, additional BMPs and/or
modifications in development plans are required.
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