20061245 Ver 1_COMPLETE FILE_20060803

E;cosysltem
PROGRAM
INVOICE
October 26, 2006
Larry Bragg
Waterfront Group
17505 West Catawba Avenue, Suite 350
Cornelius, NC 28031
Project: Riversound-Edenton
County: Chowan
DWQ#: 2006-1245
COE#: 2006-32436-121
EEP #: ILF-2006-4867
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above referenced
project through payment of a fee to the North Carolina Ecosystem Enhancement Program (NCEEP). In accordance with 15A NCAC
2H.0500, the amount you owe is based upon the 2006-07 Fee Schedule and has been calculated as follows (Please note: payment of
wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call Kelly Williams at
[phone].
Non-Riparian Wetlands 0.75 acres
TOTAL AMOUNT DUE
$ 13,924.00 = $10,443.00
$10,443.00
Please mail a check payable to NCEEP for the Total Amount Due to the address below, and enclose a copy of this invoice.
NCDENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to NCEEP is not reimbursable unless a request for reimbursement is received within 12 months of
the date of the receipt. Any such request must be accompanied by letters from the permitting agencies stating that the permit and/or
authorization have been rescinded. If the payment check's account name is not the same as the permit holder's name please include a
signed statement that the check is being written on behalf of and with full knowledge of the permit holder.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM NCEEP PRIOR TO COMMENCING THE
ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY 404 PERMIT AND/OR THE 401 WATER QUALITY
CERTIFICATION.
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USACE- Washington
Kyle Barnes, DWQ- Washington
Doug Huggett, NCDCM-Morehead City
File
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North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
..Ecos stem
PROGRAM
RECEIPT
November 1, 2006
Larry Bragg
Waterfront Group
17505 West Catawba Avenue, Suite 350
Cornelius, NC 28031
Project: Riversound-Edenton
County: Chowan
DWQ#: 2006-1245
COE#: 2006-32436-121
EEP #: ILF-20064867
Amount Paid: $10,443.00
Check Number: 6734
n_T V-
0 U - I 11A s
FR@00W2@
NOV 3 - 2006
0ENR - WATER QUALITY
ItiEV D3 MD STOM4ATER BUO
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Scction 404 Permit issued for the above
referenced project. This receipt serves as notification that the compensatory mitigation requirements for this project have
been satisfied. You must also comply with all other conditions of this certification and any other state, federal or local
government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Wetlands Credits Stream Credits Buffer I Buffer 11
CU
(Sq. Ft.)
(Sq. Ft.)
Ri arian Non-Riparian Coastal Marsh Cold Cool Warm
Pasquotank 0 0.36 0 0 0 0 0 0
03010205
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact Kelly Williams at [phone].
Sincerely,
1
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USACE- Washington
Kyle Barnes, DWQ- Washington
Doug Huggett, NCDCM-Morehead City
File 4447A
Restorlkig... ... Protectl 129 Oar State Fc R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
a-r IF
Doug Dorman
Atlantic Environmental
P O Box 3266
Kitty Hawk, NC 27949
Project: Riversound
- ,Eco _ stem
PROGRAM
September 29, 2006
County: Chowan
loam
p@50WOMP
OCT 3 2006
UENR -WATER QUALITY
WETLANDS AND STORMWATER BRANCH
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Pasquotank

03010205 0 0.36 0 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
cc: V Cyndi Karoly, Wetlands/401 Unit
Tom Steffens, USACE-Washington
Kyle Barnes, DWQ-Washington
Doug Huggett, DCM-Morehead City
File
Sincerely,
William D. Gilmore, PE
Director
AT*?
Reston ... ... Protect' oar .fta& FCDERRA
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
O?OF W A TFRpG
September 27, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7005 1820 0003 6594 8365
Paul Slobodian
101 Charlburn Road
Vestal, NY 13850
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject:: Neuse Buffer Rules Violation
Requirement of Restoration/Enhancement (?NJ?
Baird Creek Point, proposed Subdivision, r-' !J v D
Pamlico County 0G? 3 2006
Neuse River Baisn
Dear Sir.
Ut_r.n - vv'WER QUALITY
,yc;t nr;D,S nNo STOROMER 6RAI'CN
This letter is to notify you that the Washington Regional Office of the Division of Water Quality (DWQ)
received your response to our Notice of Violation/Notice of Recommendation to Enforce on August 31,
2006. This office has decided not to recommend a civil penalty enforcement for the violation of 15A
NCAC 2B .0233 Neuse Riparian Buffer Rules. The DWQ does consider the activities that have taken
place on the property to be a violation of the Neuse Buffer Rules 15A NCAC 2B .0233 (4)(a) "Zone 1
shall consist of a vegetated area that is undisturbed except for uses provided for in Item (6) of this
Rule" and therefore requires buffer enhancement/restoration as a suitable resolution for the violation.
This office requires that you submit a plan within 30 days of receipt of this letter to resolve the violation
noted on this site. The plan should include the full restoration/enhancement of all lost uses including, but
not limited to, erosion control, filtration, and nutrient uptake. The restoration/enhancement plan should
include the following:
• A map of the restoration site. (This would be a plat of the property with the area of violation and
subsequent restoration area delineated. As stated in the first Notice of Violation letter it is
recommended the areas of coastal marsh influence be flagged by a member of the Division of Coastal
Management to correctly delineate the riparian buffer zone).
Riparian zone planting: A planting plan must be developed and implemented in order to ensure that at
least two native tree species be planted at a density sufficient to provide 320 trees per acre at maturity.
This density is usually achieved by planting approximately 436 trees/acre on a 10 x 10 ft. grid or 681
trees/acre on an 8 x 8 ft. grid. Please see the attached Guidelines for Riparian Buffer Restoration
(January 2001) for assistance in developing your plan. This plan must include the types of native woody
vegetation selected, methodology of planting, and site map indicating the location of the replanting
efforts. (Note: Zone 1 of the riparian buffer will be required to be restored).
• A fertilizer plan. (A one-time application of fertilizer is allowed).
North Carolina Division of Water Quality Internet: www.newateraualitv.or?
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NOrty,
? CarOhna
An Equal Opportunity/Affirmative Acton Employer- 50% Recycled/10% Post Consumer Paper Naturally
• A schedule of implementation. Provide a timeline that the restoration/enhancement will be implemented
Upon completion of the restoration of the buffer, this office must receive the following items:
• Within 180 days after the Division has approved the restoration plan, you must present proof to the
Division that the riparian buffer has been restored. If proof is not presented within this time frame, it
shall be in violation of the riparian buffer protection program and further enforcement procedures may
be enacted.
• Annual reports must be submitted for a period of five years after the restoration showing that the trees
planted have survived and that diffuse flow through the riparian buffer has been achieved. You shall be
responsible for replacing trees that do not survive and for restoring diffuse flow if needed during that
five-year period.
Please be advised that if the requested items in this letter are not met it will be the recommendation
of this office that an appropriate enforcement action be levied. The action provides that a civil penalty
of not more than twenty-five thousand dollars ($25,000.00) per violation be incurred. If you have any
questions regarding this matter please contact Kyle Barnes at [phone].
Sincerely,
Al Hodge, Regional Supervisor
Surface Water Protection
Washington Regional Office
Enclosure: Buffer Restoration Guidelines
cc: Cyndi Karoly, Buffers- 401/WetlandsUnit
Danny Smith, Compliance and Enforcement, 401/Wetlands Unit
Tere Barrett (CAMA Morehead)
WaRO file

Y
-,-,Ecosystem R
PROGRAM
Guidelines for Ripavian
Buffer Restoration
" ,

N\
N.C. Department of Environment and Natural Resources
Ecosystem Enhancement Program
October 2004

Purpose ofthese Guidelines
Riparian buffers have been identified as a valuable tool for protection of water
quality when properly designed and established in the appropriate landscape
setting. For this reason, the goal of the Ecosystem Enhancement Program
(EEP) is to implement projects to restore riparian buffers that have the greatest value for
reducing pollutants in our surface waters as well as provide important aquatic and
wildlife habitat. The purpose of these guidelines is to provide the technical information
necessary for the successful planning and establishment of riparian buffers. The
guidelines are intended for use by private consultants in developing restoration plans for
the EEP but should also have utility for private landowners as well as local governments
involved in the restoration of riparian buffers.
Criteria for Priority Riparian Buffer Restoration Projects
A number of factors determine the success of particular riparian buffer
restoration projects. In addition to the physical characteristics of the site, issues
p such as land costs, land ownership, and logistical constraints must be taken into
consideration. The following physical characteristics are intended to provide general
guidance when identifying sites and are not intended to exclude sites that may have merit
based on other criteria.
• Woody vegetation absent or sparse (less than 100 stems per acre that are > 5 inches
diameter at breast height) measured within 50 feet of intermittent and perennial
streams, lakes, ponds, and shorelines.
• Adjacent to headwater streams or those streams defined as first, second, or third
order.
• Project length greater than 1,000 feet (for projects implemented by the EEP).
• Ditches, gullies, or evidence of concentrated flow within 50 feet of intermittent and
perennial streams, lakes, ponds, and estuaries.
• Adjacent source of nitrogen including cropland, pasture, golf course, residential
development, ball fields, etc.
• Water table depth within three to four feet of surface as determined by characteristics
of soil cores.
Components Of a Riparian Buffer Restoration/Enhancement Plan
Site Asse55rnent
The riparian area to be restored should be evaluated with respect to these factors that
control the viability of riparian plants:
• Soil moisture
• Soil pH
2
• Soil texture
• Seasonal high water table depth
• Flooding potential
• Aspect, topography, and microtopographic relief
Site Preparation
The restoration/enhancement plan should address these items regarding preparation of the
site for planting:
Plow or rip site to improve compacted soil and/or eliminate areas where channelized
flow has developed.
Control of sod-forming grasses such as fescue and Kentucky bluegrass that will
compete with plantings for nutrients.
Control of invasive, exotic plants that would hinder the re-establishment of woody
vegetation. Proposals for pesticide use should always be reviewed by the North
Carolina Division of Water Quality staff to insure compliance with the Neuse and
Tar-Pamlico Riparian Buffer Rules.
Common Invasive Exotic Plants in North Carolina
Ailanthus altissima (Tree-of-Heaven)
Albizia julibrissin (Mimosa)
Elaeagnus umbellata (Autumn Olive)
Hedera helix (English Ivy)
Lespedeza cuneata (Korean or Sericea Lespedeza)
Ligustrum sinense (Chinese Privet)
Lonisera japonica (Japanese Honeysuckle)
Microstegium vimineum (Japanese Grass)
Pauloivnia tomentosa (Princess Tree)
Pueraria lobata (Kudzu)
Rosa multiora (Multiflora Rose)
Wisteria sinensis (Chinese Wisteria)
Stabilize areas of bare soil. Refer to the following list for species of grasses/sedge
appropriate for soil stabilization. The majority of these species are by necessity not
native to North Carolina. At present, there are only a few species of native grasses
useful for erosion control that are commercially available. Please note that fescue
grasses should not be used for soil stabilization. Fescue grasses, particularly tall
fescue, are competitive and will inhibit the eventual re-establishment of native
species.
Agrostisalba (Redtop)
Found in fields, pastures, roadsides, and other disturbed places throughout North
Carolina, this native warm season grass should be used sparingly for erosion control
and soil stabilization.
Carexstricta (Sedge)
This sedge occurs naturally in marshes and low meadows throughout the mountains
and northern piedmont and coastal plain of North Carolina. This species has utility in
a mix for soil stabilization in moist areas.
Dactylisglomerata (Orchardgrass)
This perennial, cool season bunchgrass is a good alternative to fescue because it is
less competitive and allows native herbs to colonize the site.
Hordeurn spp. (Barley)
A number of species of barley can be used for soil stabilization. Barley is a cool
season, annual grass that when moisture is available will germinate in the fall, stay
green during the winter, and then die in the spring as competition for warm season
plants increases.
Panicum clanclestinurn (Deer Tongue)
This native, perennial, warm season bunchgrass can be used in moist low woods
primarily in the piedmont and mountains.
PanicUm spp. (Panic Grasses)
A number of species of panic grasses can be used for soil stabilization depending on
the moisture regime and soils of the site.
Panicum virgatum (Switchgrass)
This native, perennial, warm season bunchgrass can tolerate a wide range of moisture
regimes. It can be used along streams, in wet or dry woods, brackish and freshwater
marshes, sloughs, swales, and low pinelands primarily in the eastern piedmont and
coastal plain.
Pennisetumg/aucum (Brown Top or Pearl Millet)
This fast-growing, robust, annual grass exhibits good drought tolerance which makes
this species an important warm season option for soil stabilization.
4
Ph,31,7 sarundrnacea(Reed Canarygrass)
A native to North Carolina, this perennial cool season grass is used for the
stabilization of pond shorelines, drainage ditches, and streambanks in the mountains
and western piedmont. It is established by planting freshly cut stem slips or rhizome
fragments. Please note that this species is aggressive and forms large monotypic
stands that displace other species. It should only be used if no other species are
available.
Sea?k cereale (Winter Rye or Rye Grain)
Winter rye is a cold-hardy annual grass that will germinate and grow at low
temperatures. By maturing early, it offers less competition during the late spring, a
critical time in the establishment of perennial species. Winter rye germinates quickly
and is tolerant of poor soils.
Sorghum brco%r(Sudangrass)
Only the small-stemmed varieties of this annual warm season grass should be used.
Sudangrass is useful for temporary seeding, and it is adapted to soils relatively high in
clay content. Seed for common Sudangrass is not always available, but other small-
stemmed types may be used, such as the hybrid Trudan. The coarse-stemmed
Sorghum-Sudangrass hybrids are not appropriate for erosion control.
Riparian Buffer Design
Species Diversity and Composition
The most effective riparian buffers have trees and shrubs to provide perennial
root systems and long-term nutrient storage. The design of a riparian buffer can
° be modified to fit the landscape and the landowner's needs, for example, by
replacing shrubs with more trees, substituting some of the trees with shrubs, or
incorporating a grass zone. In any scenario, the width of the woody vegetation should be
at least 30 feet directly adjacent to the streambank/shoreline.
Choose 10-12 species of native trees and/or shrubs appropriate for site based on site
assessment and reference conditions. In addition, please note that this list is alphabetical
and does not take into account the assemblages of plants found in nature. The inventory
of plants found on the reference site can help determine an appropriate assemblage for the
restoration site. In addition, the North Carolina Natural Heritage Program's
Classification of the Natural Communities of North Carolina: Third Approximation is a
valuable reference on natural assemblages of plants (Shafele, Michael P. and Alan S.
Weakley, 1990).
Typically, there should be at least three or four understory trees for every canopy tree to
provide structural diversity similar to mature forests. Where shrub species are
incorporated into the planting plan, they should be distributed more densely at outer edge
of riparian buffer to reduce light penetration and recolonization by invasive exotic
species. The following table provides a list of native tree and shrub species appropriate
for use in riparian buffers.
Native Regions
M= Mountains
P= Piedmont
C= Coastal Plain
Master List ofNative Plants
Light Requirements
S= Shade
P= Partial Sun
F= Full Sun
Moisture Requirements
L= Low Moisture
M= Moderate Moisture
H= High Moisture
A= Aquatic
Scientific N1n c Common Name Re ion Light Mnlsture
M P C 5 P F L M H A
Medium to Large Trees
Acerbarbatum Southern sugar maple X X X X X
Acer saccharinum silver maple X X X X X
Acer saccharum sugar maple X X X X
Betula alleghaniensis yellow birch X X X X
Betula lenta cherry birch, sweet birch X X X X
Betula nigra river birch X X X X X X X
Carya aquatica water hickory X X X X
Carya cordiformis bitternut hickory X X X X X X X X
Carya glabra pignut hickory X X X X X X X X
Carya ovata shagbark hickory X X X X X X X
Carya tomentosa mockernut hickory X X X X X X X X
Celtis laevigata sugarberry, hackberry X X X X X
Chamaecyparis thyoides Atlantic white cedar X X I X X X
Cladrastis kentuckea yellowwood X X X X
Diospyros virginiana persimmon X X X X X X X X
Fagus grandifolia American beech X X X X X X
Fraxinus americana white ash X X X X X X
Fraxinus pennsylvanica green ash X X I X X X X X
Fraxinus profunda pumpkin ash, red ash X X X X
Juglans nigra black walnut X X X X X X
Liriodendron tulipifera tulip poplar, yellow poplar X X X X X X X
Magnolia acuminata cucumber magnolia X X X X X
Magnolia fraseri Fraser magnolia X X X
Nyssa aquatica water tupelo X X X X X X
Nyssa sylvatica black gum X X X X X X X X
Nyssa sylvatica var. biflora swamp black gum X X X X X
Oxydendrum arboreum sourwood X X X X X X X
Picea rubens red spruce X X X X X
Pinus echinata shortleaf pine X X X X X X
Pin us palustris longleaf pine . X X X X X
Pinus rigida pitch pine X F X X
5CfC,)tiIIC Nimc Common Name Kcq otn 1 U,1 J h1_^fstutt
M P C 5 P F L M H A
Pinus serotina pond pine x X X X
Pinus strcbus white pine x X X X X
Platanus occidentalis sycamore x X X X X X X
Populus deltoides eastern cottonwood x X X X
Populus heterophylla swamp cottonwood x X X X
Prunus serotina black cherry x X X X X X X X
Quercus alba white oak x X X X X X X
Quercus bicolor swamp white oak X X X X
Quercus coccinea scarlet oak x X X X X
Quercus falcata Southern red oak x X X X X X X
Quercus pagoda cherrybark oak x X X X X X
Quercus laurifolia laurel oak X I X X X X X
Quercus lyrata overcup oak X X X X X
Quercus margaretta sand post oak x X X X
Quercus marilandica blackjack oak x X X X X X
Quercus michauxii swamp chestnut oak X X X X X X X
Quercus nigra water oak X X X X X X X
Quercus phellos willow oak X X X X I X X X
Quercus pnnus chestnut oak x X X X X
Quercus rubra Northern red oak x X X X X X
Quercus shumardii shumard oak X X X X X X
Quercus stellata post oak x X X X X X
Quercus velutina black oak x X X X X X
Quercus virginiana live oak x X X X
Robinia pseudoacacia black locust x X X X X X
Taxodium ascendens pond-cypress x X X X
Taxodium distichum bald-cypress x X X X
Tilia americana var. heterophylla basswood x X X X X
Tsuga canadensis Eastern hemlock x X X X X X
Tsuga caroliniana Carolina hemlock x X X X X
Ulmus alata winged elm X X X X X X X
Ulmus americana American elm x X X X X X

Smdll Trees
Amelanchierarborea downy serviceberry, shadbush x X X X X X
Amelanchiercanadensis Canada serviceberry X X X X
Amelanchierlaevis smooth serviceberry x X X X X
Asimina triloba pawpaw x X X X X X
Carpinus caroliniana ironwood, American hornbeam x X X X X X X
Cercis canadensis eastern redbud x X X X X X
Chionanthus virginicus white fringetree, old man's beard x X X X X X
Comus altemifolia alternate-leaf dogwood x X X X
Comus florida flowering dogwood x X X X X X •X
Crateagus crus-galli cockspur hawthorn x X X X X X X
Crateagus flabellata fanleaf hawthorn x X X X
Crateagus flava October haw x X X X X X
Cyn1la racemiflora titi x X X X X
Fraxinus caroliniana water ash
H x
N X X X
Gordonia lasianthus loblolly bay x X X X X IX
5cienti c Name Common Name Re ion Lig A Moisture
M P C S P F L M H A
Halesia tetraptera (H. carolina) common silverbell x X X X X
Ilex opaca 'American holly x X X IX X X X IX
Juniperus virginiana Eastern red cedar x X X X X X X
Magnolia tripetala umbrella tree x X X X
Magnolia virginiana sweetbay magnolia x X X X X X IX
Morus rubra red mulberry x X X X X X
Osmanthus americana wild olive, devilwood x X X X
Ostrya virginiana Eastern hop-hornbeam x X X X X
Persea borbonia red bay x X X X X X
Persea palustris swamp bay x X X X X X
Pinus pungens table mountain pine x X X
Prunus americana American wild plum x X X X
Prunus caroliniana Carolina laurel-cherry x X X X X
Quercus incana bluejack oak x X X X
Quercus laevis turkey oak x X X X
Rhus glabra smooth sumac x X X X X
Rhus hirta (Rhus typhina) staghorn sumac x X X
Salix caroliniana swamp willow x X X X X X IX
Salix nigra black willow x X X X X X I X
Sassafras albidum sassafras x X X X X X X
Staphylea trifolia bladdernut x X X X
Symplocos tinctoria horse-sugar, sweetleaf x X X X X X X
Ulmus rubra slippery elm x X X X X

Shrubs
Aesculus sylvatica painted buckeye x X X X X
Alnus serrulata" common alder x X X X X X X X
Aronia arbutifolia red chokeberry x X X X X X X
Baccharis halimifolia silverling x X X X X X
Callicarpa americana American beautyberry X X X X X X
Calycanthus floridus sweet-shrub x X X X X
Castanea pumila Allegheny chinkapin x X X X X X X
Ceanothus americanus New Jersey tea x X X X I X X
Cephalanthus occidentalis buttonbush x X X X X X
Clethra acuminata mountain sweet pepperbush x X X X
Clethra alnifolia sweet pepperbush x X X X X
Comptonia peregrine sweet fern x X X X
Comus amomum silky dogwood x X X X X X X
Comus stricta swamp dogwood x X X X
Corylus americana American hazel, hazelnut x X X X X
Euonymus americanus hearts-a-bustin', strawberry bush x X X X X X X
Fothergilla gardenii witch-alder x X X X
Gaylussacia frondosa dangleberry X I X X X X X
Hamamelis virginiana witch hazel x X X X X X X
Hydrangea arborescens wild hydrangea x X X X X
Ilex coriacea gallberry x X X X X
Ilex decidua deciduous holly, possumhaw x X X X X
Ilex glabra inkberry x X X X X X
Ilex verticillata winterberry x X X X X X X X
Scicnti Ic N. me Common Namc PC( IC o Li t Moisture
M P C S P F L M H I A
Ilex vomitoria yaupon holly X X X X X
Itea virginica Virginia willow 1 X I X X X X
Kalmia angustifolia var. caroliniana lamb-kill, sheep-kill X X X X X
Kalmia latifolia mountain laurel X X X X X X
Leucothoe axillaris coastal dog-hobble 1 X I X X X
Leucothoe fontanesiana dog-hobble X X X X
Leucothoe racemosa fetterbush X X X X X X
Lindera benzoin spicebush X X X X
Lyonia ligustrina northern maleberry X X X X X X
Lyonia lucida shining fetterbush X X X X
Myrica cerifera" Southern wax-myrtle X X X X X X X X
Myrica cerifera var. pumila" dwarf Southern wax-myrtle X X X X X
Myrica heterophylla" bayberry, evergreen bayberry X X X X
Pieris floribunda evergreen mountain fetterbush X X X X
Rhododendron atlanticum dwarf azalea X X X
Rhododendron calendulaceum flame azalea X X X X
Rhododendron catawbiense Catawba rhododendron X X X X X I X X
Rhododendron maximum rosebay rhododendron x X X X X X
Rhododendron periciymenoides pinxter flower, wild azalea X X X X X X
Rhododendron viscosum swamp azalea X X X X X X
Rhus copallina winged sumac X X X X X X X
Rosa carolina pasture rose, Carolina rose X X X X IX X I X
Rosa palustris swamp rose X X I X X IX X
Rubus allegheniensis Alleghany blackberry X X X X
Rubus cuneifolius blackberry X X X X X X
Rubus odoratus purple flowering raspberry X X X
Salix humilis prairie willow X X 1 I X X
Salix sericea silky willow X X X X X X
Sambucus canadensis common elderberry X X X X X X
Spiraea alba narrow-leaved meadowsweet X X X
Spiraea latifolia broad-leaved meadowsweet X X X
Spiraea tomentosa meadowsweet X X X X IX
X
Stewartia malacodendron silky camellia X X X X
Stewartia ovata mountain camellia X X X X X
Styrax grandifolia bigleaf snowbell X X X X X
Vaccinium arboreum sparkleberry X X X X X X
Vaccinium corymbosum highbush blueberry X X X X X X X X X
Vaccinium crassifolium creeping blueberry X X X
Vaccinium elliottii mayberry X X X
Vaccinium stamineum deerberry, gooseberry X X X X X X
Vaccinium pallidum lowbush blueberry x X X X X
Viburnum acerifolium maple-leaf viburnum X X X X X X
Viburnum dentatum Southern arrowwood viburnum X X X X X X X
Viburnum nudum possumhaw viburnum X X X X X X
Viburnum prunifolium blackhaw viburnum X X X X X X
Viburnum rafinesquianum downy arrowwood X X X X
Viburnum rufidulum rusty blackhaw X X X X X
Xanthorhiza simplicissima yellowroot X X X X X X
* These fix nitrogen and should not be used for riparian restoration adjacent to Nutrient Sensitive {Paters.
Where grasses are incorporated into the planting plan on the outside of the buffer strip,
only native grasses should be used. Native grasses produce a much more extensive and
deep root system than commonly used non-native grasses such as fescue.
Common Native Grasses
Andropogon gerardii (Big Bluestein)
Andropogon virginicus (Broomsedge)
Arundinaria gigantea (Giant Cane)
Eragrostis spectahilis (Purple Love Grass)
Panicum anceps (Beaked Panicum)
Panicum clandestinum (Deertongue)
Panicum hemitomon (Maidencane)
Panicum virgatum (Switchgrass)
Schizachyrium scoparium (Little Bluestem)
Sorghastrum nutans (Indiangrass)
TKdensflavus (Purple-Top)
Tripsacum dactyloides (Gama Grass)
Planting Density
Trees should be planted at a density sufficient to provide 320 trees per acre at maturity.
To achieve this density, approximately 436 (10x10 feet spacing) to 681 (8x8 feet spacing)
trees per acre should be planted initially. Shrubs should be planted at a density sufficient
to provide 1,200 shrubs per acre.

10
Plant Size
In many cases, the most cost effective and successful size plant material is bare root
seedlings. Some species such as the hickories do poorly as bare root seedlings and will
be much more successful as containerized seedlings. In either case, tree shelters should
be used to accelerate growth and increase survivability of seedlings. In addition,
management of competing vegetation after planting is easier, mowing and weed wacker
strikes are prevented, herbicides are isolated from trunk contact, and grazing by deer are
restricted. The use of tree shelters may only be practical from an economic standpoint for
more expensive seedlings of species difficult to establish, such as red oak. Reductions in
maintenance costs and increased seedling vigor associated with tree shelters suggest that
tree shelter plantings may be a more cost-effective approach than planting unprotected
larger material. In urban or other high visibility areas, some specimen trees and shrubs
should be incorporated into the planting plan for projects implemented by the EEP.
When live stakes or dormant cuttings are incorporated in a planting plan, choose only the
previous season's growth. Live stakes should typically be approximately 1/4 inch in
diameter and three feet long, and dormant cuttings should be approximately ''/z inch in
diameter and two feet long.
Suppliers of Native Plant Material
Local nurseries are the best option in acquiring plants that will be successful. Plants
grown from seeds or cuttings collected close to the restoration area will be the most likely
to survive and reproduce.
Planting Layout
The planting plan should indicate that trees and shrubs will be planted in a random
pattern. For inexperienced planting crews, pre-labeled flagged wires can be used to mark
the random location of plantings. These flags can also be color coded for each particular
species. Various colors of spray paint can also be used to differentiate species.
Planting Practices
When planting seedlings, it is helpful to mark the plants with colored flagging to make
them easier to locate during maintenance tasks. The flagging can also be color-coded to
mark plants that have died for replacement at a later date.
Tree protectors are also helpful for locating plants. Tree seedlings should be kept moist
and should not be exposed for extended periods of time. A correctly planted tree should
have the following general characteristics:
• Planted so that the root collar is slightly below the soil surface.
• Have the main roots nearly straight or spread out.
11
• Have soil firm around the roots.
• Have the tree in an upright postion and have it nearly even with the general
ground level, not sunk in a hole or raised on a mound.
Please note that the Neuse and Tar-Pamlico Riparian Buffer Rules allow for a one time
fertilizer application to establish newly planted vegetation. Ongoing fertilizer application
is prohibited by these rules.
Riparian Buffer Maintenance
Control of Grasses and Forbs
't In the early stages of riparian buffer establishment, competition for nutrients by
adjacent grasses and forbs will substantially inhibit seedling growth. Release
from herbaceous competition has been demonstrated as the most cost-effective
method to accelerate the growth of seedlings. The plan for buffer establishment
must incorporate control of the herbaceous layer. Options for weed control include four
to six inches of well-aged hardwood mulch, weed control fabrics, or pre-emergent
herbicide. Typically, mowing to control weeds will be impractical based on the random
distribution of plantings. Weed control should be continued for three years from the time
of planting.
Areas of Concentrated Flow
During the required five year monitoring period, the riparian buffer should be inspected
for evidence of concentrated flow. If concentrated flow has begun to form, a level
spreader or other best management practice should be installed to diffuse the flow before
it enters the restored riparian buffer.
Illustrations by Karen M. Lynch
12
G? W a r
V @ r
September 28, 2006
The Waterfront Group
Mr. Elliott Harwell
17505 West Catawba Avenue
Cornelius, NC 28031
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP # 2006-1245
\V1 Isp
OCT 3 2006
Subject Property: Riversound Subdivision Phase I DENR-WATER QUALITY
412 Drummonds Point Road, Edenton, NC VOLANDS AND STORMATER BRANCH
Chowan County
Approval of 401 Water Quality Certification with Additional Conditions-Express Review Probrant
Dear Mr. Harwell:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.36 acres of wetlands for the purpose of access road construction at the
subject property, as described within your application dated September 11, 2006 and received by the N.C.
Division of Water Quality (DWQ) on September 14, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number 3404 (GC3404).
The Certification allows you to use Nationwide Permit 14 issued by the US Anny Corps of Engineers
(USACE). In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non-discharge, and Neuse Riparian Buffer Rules. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit. (This Supercedes condition 19 of General Certification
3.103 issued on March, 2003.)
Phis approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
n(, new owner must be given a copy of this Certification and approval letter and is thereby responsible for
k:,)tnplyiug with all conditions. If total fills for this project (now or in the future) exceed one acre of
w,.t1.,v1d or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
,C i',C 211 .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
a ro :'ed including incidental impacts:
_ Amount Approved (Units) Plan Location or Reference
Stream 136 (feet) A,C,E
401 Oversight /Express Review Permitting Unit
1650 Mal C;,nice Center, Raleigh, North Carolina 27699-1650
2321 Crabtrc, So:,'avard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: htto://h 2o. en r. state. nc. us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
N??oh?Carolina
,Natima ally
An Equal C, ,ortunity/Affrma6ve Action Empbyer- 50% Recycled/10% Post Consumer Paper
404/CAMA Wetlands 0.36 (acres) Road Crossing A,B,C,D,
E,F,G,H
Waters 0 acres
Buffers 0 (square ft.
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Additional Conditions
Placement of culverts and other structures in waters, streams, and wetlands shall be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater that 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result
in disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of
the above structures. The applicant is required to provide evidence that the equilibrium is being
maintained if requested in writing by DWQ. If this condition is unable to be met due to bedrock
or other limiting features encountered during construction, please contact the NC DWQ for
guidance on how to proceed and to determine whether or not a permit modification will be
required.
If concrete is used during construction, a dry work area should be maintained to prevent contact
between curing concrete and stream water. Water that inadvertently contacts uncured concrete
should not be discharged to surface waters due to the potential for elevated pH and possible
aquatic life and fish kills.
During the construction of the project, no staging of equipment of any kind is permitted in waters
of the U.S., or protected riparian buffers.
All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
The permittee and its authorized agents shall conduct its activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§ 303(d) of the Clean Water Act) and any other appropriate requirements of State and Federal
law. If DWQ determines that such standards or laws are not being met (including the failure to
sustain a designed or achieved use) or that State and Federal law is being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this
certification.
All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless
otherwise authorized by this certification.
A copy of this Water Quality Certification shall be posted on the construction site at all times. In
addition, the Water Quality Certification and all subsequent modifications, if any, shall be
maintained with the on-site project manager.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Roberto Scheller at 252-948-3940 in the Washington
Regional Office.
ncerely,
V
For JAlan W. Klimek. P..
Enclosures: GC 3404
Certificate of Completion
cc: Mr. Douglas A. Dorman, Atlantic Environmental Consultants, LLC
USACE Washington Regulatory Field Office
DLR Washington Regional Office
File Copy
401 Unit/Central Files
Filename: 2006-1245
WQC #3404
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
NATIONWIDE PERMIT NUMBER 14 (ROAD CROSSINGS) AND REGIONAL GENERAL
PERMIT 198200031 (WORK ASSOCIATED WITH BRIDGE CONSTRUCTION, MAINTENANCE
OR REPAIR CONDUCTED BY NCDOT OR OTHER GOVERNMENT AGENCIES)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (14) of the Corps of
Engineers regulations (Nationwide Permit No. 14 and Regional General Permit 198200031) and
for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 26 .0200. The category of
activities shall include any fill activity for road crossings and is limited to fill less than one-third
acre in tidal waters and less than one-half acre in non-tidal waters. This Certification replaces
Water Quality Certification Number 2177 issued on November 5, 1987, Water Quality Certification
Number 2666 issued on January 21, 1992, Water Quality Certification Number 2732 issued on
May 1, 1992, Water Quality Certification Number 3103 issued on February 11, 1997, Water
Quality Certification Number 3289 issued on June 1, 2000 and Water Quality Certification
Number 3375 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-
authorizes Nationwide Permit 14 or Regional General Permit 198200031 or when deemed
appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and stream
bed and/or bank hardening are considered to be permanent stream impacts. Any
activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, dredging and complete shading shall be considered
stream impacts. Enumeration of impacts to streams shall include streams enclosed
by bottomless culverts, bottomless arches or other spanning structures when a 404
Permit is used anywhere in a project unless the entire structure (including
construction impacts) spans the entire bed and both banks of the stream, is only
used for a road, driveway or path crossing, and is not mitered to follow the stream
pattern. Impacts for dam footprints and flooding will count toward the threshold for
stream impacts, but flooding upstream of the dam will not (as long as no filling,
excavation, relocation or other modification of the existing stream dimension, pattern
or profile occurs) count towards mitigation requirements.
Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, draining, and flooding shall be considered wetland
impacts. Enumeration of impacts to wetlands shall include activities that change the
hydrology of a wetland when a 404 Permit is used anywhere in a project.
WQC #3404
• Lakes and Ponds - Lake and Pond Impacts Enumeration- Impacts to waters other
than streams and wetlands as determined by the Division of Water Quality shall be
measured as area. Permanent and/or temporary water impacts shall be enumerated
on the entire project for all impacts proposed regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of aquatic functions
including but not limited to filling and dredging shall be considered waters impacts;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under
this General Certification requires application to and prior written concurrence from the
Division of Water Quality;
3. Application to and payment of a fee to DWQ is not required for construction of a driveway
to a single family lot as long as the driveway impacts less than 25 feet of stream channel
including any in-stream stabilization needed for the crossing;
Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 2B.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
5. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 2B .0213 (WS-11),
213 .0214 (WS-III) and 2B .0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
6. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
WQC #3404
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy, this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
7. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-footper-stream impact allowance;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee.
If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted through the Division of Coastal Management and will be the higher of the two
fees;
9. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
impacts to 150 linear feet or more of streams and/or one acre or more of wetlands. For
linear public transportation projects, impacts equal to or exceeding 150 feet per stream
may require mitigation. In addition, buffer mitigation may be required for any project with
Buffer Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer
Rules or require a variance under the Buffer Rules. A determination of buffer, wetland
and stream mitigation requirements shall be made for any Certification for this Nationwide
Permit. The most current design and monitoring protocols from DWQ shall be followed
and written plans submitted for DWQ approval as required in those protocols. When
compensatory mitigation is required for a project, the mitigation plans must be approved
by DWQ in writing before the impacts approved by the Certification occur, unless
otherwise specified in the approval letter. The mitigation plan must be implemented and/or
constructed before any permanent building or structure on site is occupied. In the case
of public road projects, the mitigation plan must be implemented before the road is
opened to the travelling public. Projects may also be implemented once payment is made
to a private mitigation bank or other in-lieu fee program, as specified in the written
concurrence of 401 Certification for a project. Please note that if a stream relocation is
conducted as a stream restoration as defined in The Internal Technical Guide for Stream
Work in North Carolina , April 2001, the restored length can be used as compensatory
mitigation for the impacts resulting from the relocation;
WQC #3404
10. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel, to the
maximum extent practical. The new channel should be constructed in the dry and water
shall not be turned into the new channel until the banks are stabilized. Vegetation used for
bank stabilization shall be limited to native woody species, and should include
establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on
both sides of the relocated channel to the maximum extent practical. A transitional phase
incorporating coir fiber and seedling establishment is allowable. Also, rip-rap may be
allowed if it is necessary to maintain the physical integrity of the stream, but the applicant
must provide written justification and any calculations used to determine the extent of rip-
rap coverage requested. If suitable stream mitigation is not practical on-site, then stream
impact will need to be mitigated elsewhere;
11. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
12. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
13. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
14. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
15. Measures shall be taken to prevent live or fresh concrete from coming into contact with
freshwaters of the state until the concrete has hardened;
16. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
17. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
WQC #3404
Certifications. For road construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground;
18. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
19. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 14 or Regional General Permit
198200031, whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3404
Certification of Completion
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
Agent's Certification
I, . hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
1, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Registration No. Date
91 at LOMTAI4t
a ^ z
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross, Jr., Secretary
11 September 2006
EXPRESS PERMIT REVIEW PROGRAM
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location
Cyndi Karoly
Division of Water Quality
David W. Moye
Express Permits Coordinator
t,.? ? ? ? I ? ?Z006
CAMA/DREDGE & FILL Permit Application Review
Riversound
C/O Larry Bragg
The project site is located on SR 1100 (Drummonds Point Road) on the Yeopim
River and Middleton Creek, near Edenton in Chowan County, North Carolina.
Proposed Project: The applicant proposes to subdivide the property into 224 lots and construct
asphalt access roads, fill 404 wetlands for road crossings, construct a bridge,
construct a boat ramp with 2 piers and associated river house on a common lot,
and construct three access piers with gazebos on three additional common lots
including two parking areas, and install a package wastewater treatment plant.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 2 October 2006. If you have any questions regarding the proposed project, please
contact David W. Moye at 252-948-3852. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.neY
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Project setting
Atlantic Environmental Consultants, LLC, on behalf of The Waterfront Group NC,
LLC (C/O Larry Bragg), has requested the attached application be processed under the
Express Permit Review Program, for a planned development under the name of
Riversound. The project site is located on SR 1100 (Drummonds Point Road) on the
Yeopim River and Middleton Creek, near Edenton in Chowan County, North Carolina.
The applicant's owns a total of ±934 acres of land and is proposing to develop
±257.7 acres as Phase I in this permit application. The project site is situated at the
intersection of Middleton Creek and the Yeopim River. Approximately 9,000' of the site
fronts the Yeopim River with an additional ±6,000' adjacent Middleton Creek terminating at
the SR 1100 bridge crossing of the creek.
The majority of the site is wooded and the upland portions are in active siviculture as
a managed pine plantation. Pines and hardwoods in various growth stages along with
undergrowth of vines and woody vegetation dominate this area. A large portion of the site
has been delineated as 404 wetlands by Tracey Wheeler of the US Army Corps of
Engineers. This 404 wetland is comprised of a large expanse of bottomland hardwood
swamp adjacent the creek and the river as well as fingers of wetlands that project into the
property in various locations. The bottomland hardwood area is dominated by Cypress
along both waterbodies. While no submerged aquatic vegetation (SAV) was noted in the
project area, sporadic areas of emergent aquatic vegetation in the form of water lilies was
present on both water bodies.
The property is bordered on the east (downstream side on Yeopim River) by
similarly vegetated undeveloped property and to the west (opposite side of Middleton
Creek) by undeveloped wooded wetlands as well as active agricultural land. The property
is accessible from SR 1100 via two dirt logging roads that converge ±1,000' from the
Yeopim River and terminate at the river with a makeshift boat ramp. The logging roads
cross 6 areas of 404 wetlands and have existing culverts at these crossings.
The site is ±10, above the normal water level (NWL). The Yeopim River in this area
is classified SB by the Environmental Management Commission and is closed to
shellfishing.
Project description
The applicant proposes to develop a large portion of the tract by creating 224 single-
family lots ranging in size from 2.2 acres to 2.5 acres. The existing logging road on the
west side of the site will be upgraded, widened and paved with asphalt (20' top width), and
new asphalt access roads will be created throughout the project site. The existing logging
road on the east side of the site will be upgraded and widened to 20' (top width) but will
remain dirt.
Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Page Two
A community boating access area is proposed between lots 42 and 50. This
common area has ±1401 of shoreline adjacent the Yeopim River. A concrete boat ramp is
proposed (near the downstream lot line of lot 42) that will be ±20' wide and will project into
the river ±401. The ±201 wide concrete boat ramp will extend ±30' onto the property and
connect into an asphalt drive. A 6' wide by ±55' long pier is proposed adjacent the new
boat ramp on the downstream side and a 6' wide by ±52' long pier with a ±12' by ±24' L-
head adjacent the boat ramp on the upstream side. The existing water depth at the end of
the proposed boat ramp is ±3.5' and is ±5.4' at the end of the proposed piers. The river is
±535' wide at this location. The applicant proposes to protect the boat ramp by installing
±25' of bulkhead on both sides of the ramp. The bulkhead will be placed an average of 2'
below the NWL with a maximum of 21. Backfill for the new bulkhead is estimated at ±100
ft2 (4 cubic yards). As proposed, the bulkhead on the downstream (east) side will be
constructed on lot 42. A ±28' by ±40' river house is proposed with a 4' wide concrete
sidewalk connecting the river house to the pier on the upstream side of the boat ramp. An
asphalt paved parking area is proposed adjacent the river house as well as an additional
parking area for trailers that will be constructed with porous pavement and will be located
adjacent lots 43 and 49.
A second common lot is proposed between lots 119 and 135. This common area
has ±75' of shoreline adjacent the Yeopim River. The applicant proposes to construct a 6'
wide by ±50' long pier and a ±18.5' by ±18.5' octagon platform that will include a gazebo
and a 4' wide walk around deck. The platform will have a railing around the perimeter to
prevent boat docking. The existing water depth at the end of the proposed structure is
±5.5' and the river is ±652' wide at this location. A 6' wide by ±156' access walkway is
proposed over the 404 wetland area to connect to uplands. The walkway over the 404
wetland area will be elevated a minimum of 3' measured from the wetland substrate to the
bottom of the decking. A 6' wide mulch pathway will connect the walkway to the road.
A third common lot is proposed between lots 157 and 158. This common area has
±75' of shoreline adjacent Middleton Creek. The applicant proposes to construct a 6' wide
by ±40' long pier and a ±18.5' by ±18.5' octagon platform that will include a gazebo with a
4' wide walk around deck. The platform will have a railing around the perimeter to prevent
boat docking. The existing water depth at the end of the proposed structure is ±4.9' and
the creek is ±232' wide at this location. A 6' wide by ±436' access walkway is proposed
over the 404 wetland area to connect to uplands. The walkway over the 404 wetland area
will be elevated a minimum of 3' measured from the wetland substrate to the bottom of the
decking. A 6' wide mulch pathway will connect the walkway to the road and a proposed
asphalt parking area on a common lot located adjacent lots 160 and 161.
A fourth common lot is proposed between lots 196 and 197. This common area has
±75' of shoreline adjacent Middleton Creek. The applicant proposes to construct a 6' wide
by ±50' long pier and a ±18.5' by ±18.5' octagon platform that will include a gazebo with a
4' wide walk around deck. The platform will have a railing around the perimeter to prevent

Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Page Three
boat docking. The existing water depth at the end of the proposed structure is ±61 and the
creek is ±2751 wide at this location. A 6' wide by ±1571 access walkway is proposed over
the 404 wetland area to connect to uplands. The walkway over the 404 wetland area will
be elevated a minimum of 3' measured from the wetland substrate to the bottom of the
decking. A 61 wide mulch pathway will connect the walkway to the road and a proposed
asphalt parking area on a common lot located adjacent lots 214 and 217.
The proposed road construction will result in filling 404 wetlands at 8 separate
locations on the project site. Six of the fill areas are existing culvert crossings, one is an
expansion into a 404 area, and one is a new road that will cross a 404 area. A bridge over
a 404 wetland area is also proposed. The breakdown of the impacts is listed below:
Section "A" - replace an existing 18" diameter by 31' long culvert with three - 24"
diameter by 51' long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±418 ft2 of 404 wetlands.
Section "B" - Expand the existing road to a 40' base width and a 20' paved surface.
This will result in the filling of ±1,178 ft2 of 404 wetlands.
Section "C" - replace an existing 18" diameter by 38' long culvert with five - 36"
diameter by 541 long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±5,144 ft2 of 404 wetlands.
Section "D" - replace an existing 18" diameter by 38' long culvert with three - 36"
diameter by 54' long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±2,664 ft2 of 404 wetlands.
Section "E" - replace an existing 18" diameter by 55' long culvert with three - 24"
diameter by 50' long culverts and expanding the existing road to a 40' base width and a 20'
paved surface. This will result in the filling of ±1,504 ft2 of 404 wetlands.
Section "F" - Install three - 15" diameter by 45' long culverts and expanding the
existing road to a 40' base width and a 20' paved surface. This will result in the filling of
±1,200 ft' of 404 wetlands.
Section "G" - Install three -18" diameter by 52' long culverts and create a new road
with a 40' base width and a 20' paved surface. This will result in the filling of ±2,302 ft2 of
404 wetlands.
Section "H" - replace an existing 15" diameter by 37' long culvert with three - 18"
diameter by 52' long culverts and expanding the existing road to a 401 base width and a 20'
paved surface. This will result in the filling of ±1,308 ft2 of 404 wetlands.
Section "I" - Construct a ±18' wide by ±50' long wooden bridge over a 404 wetland
Riversound
The Waterfront Group NC, LLC
C/O Larry Bragg
Chowan County
Express Permit Review Program
Page Four
area associated with the construction of the new road for the sewer treatment facility. The
bridge over the 404 wetland area will be elevated a minimum of 3' measured from the
wetland substrate to the bottom of the decking.
Approximately 53 acres (2,294,575 ft2) will be graded and/or filled as a result of the
proposed development. Impervious surface within the 30, Public Trust Shoreline AEC is
limited to the boat ramp access (±900 ft2). An onsite package wastewater treatment plant
is proposed for sewage treatment and the plan is under review by the Division of Water
Quality and the Local Government. County water will supply the drinking water to the site.
Anticipated impacts
The project as proposed will result in the filling of ±900 ft2 of river bottom associated
with the construction of the boat ramp and bulkhead. Approximately 2,670 ft2 of river and
creek bottom will be shaded by the construction of the five piers. Approximately 4,494 ft2
of 404 wetlands will be shaded as a result of the construction of the access walkways. The
road construction and culvert installation will result in the filling of ±15,718 ft2 of 404
wetlands. A total of ±2,294,575 ft2 (±53 acres) of uplands will be disturbed as a result of
the development activities.
David W. Moye - 11 September 2006
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 Express Permit Review Program
1. APPLICANT'S NAME: Riversound, for The Waterfront Group NC, LLC, C/O Larry Bragg
2. LOCATION OF PROJECT SITE: Adjacent the Yeopim River and Middleton Creek off SR 1100
(Drummond's Point Road) near Edenton in Chowan County, North Carolina
Photo Index - 2000: 155-1804; L-14 1984: 114-797; U-7
State Plane Coordinates - X: 2,743,700 Y: 861,200 GPS Rover File: B021515A
Yeopim Quad. (upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/12/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 11 September 2006 7 August 2006 (INC.)
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Chowan County
Land Classification From LUP - Rural (land), Conservation (water, wetlands)
(B) AEC(s) Involved: PTA, CS
(C) Water Dependent: YES
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Package wastewater treatment plant
(F) Type of Structures: Existing - Dirt roads
Planned - Asphalt roads and parking, culverts, boat ramp, 5 piers, and a
river house
(G) Estimated Annual Rate of Erosion: None
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands ±4,494 ft2
404 wetlands shaded
±900 ft2 ±2,670 ft2
(B) Non-Vegetated Wetlands ramp/bulkhead shaded
River/Creek bottom
(C) Other ±2,294,575 ft2
Highground
(D) Total Area Disturbed: ±52.68 acres (±2,294,575 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to subdivide the property into 224 lots and construct
asphalt access roads, fill 404 wetlands for road crossings, construct a bridge, construct a boat ramp
with 2 piers and associated river house on a common lot, and construct three access piers with
gazebos on three additional common lots including two parking areas, and install a package
wastewater treatment plant.
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
September 7, 2006
Mr. David Moye
NCDENR
943 Washington Square Mall
Washington, NC 27889
RE: Waterfront group - Riversound Project- Revised CAMA Major Express Permit
Dear Ms. Hardison,
Enclosed is a revised CAMA Major Permit Application requested by the Waterfront
Group for improvements to the Riversound project a single-family residential subdivision
located on the Yeopim River, in Chowan County, North Carolina. The following
information address the comments made in your letter dated August 7, 2006.
The following information has been submitted as part of the permit application:
1. Copies of the Revised site plan and details for the Riversound Project.
2. Revised application forms DCM-MP1, MP2, MP3, MP4, MP5 A-1
3. A revised narrative description of the project.
4. Adjacent property owner notification letters and certified mail green cards.
5. A deed for the subject property.
6. An authorization letter for Atlantic Environmental Consultants to act as agent.
7. A letter from Chowan County agreeing to provide water to the Riversound
Development project.
8. An archeological assessment letter from Environmental Services, Inc.
9. A re-submittal application fee of $500.00 made payable to NCDENR.
10. A 11x17 copy of the 404 wetland plat signed by the USACOE 5/31/06.
We request that you continue the review process and if have questions or need
additional information please contact me at 252-261-7707.
Sincerely,
Dougi A. Dorman
Atlantic Environmental Consultants, LLC
Cc: Lyn Hardison, One Stop/Express Permit Coordinator, WARO
PROJECT NARRATIVE
CAMA MAJOR PERMIT - Waterfront Group NC, LLC - Riversound - Chowan
County
July 26, 2006
LOCATION OF PROJECT:
The 924 acre project site is located off Drummonds Point Road, Fourth Township in
Chowan County, adjacent to the Yeopim River (36c05'1 8.00"N 7628'48.00"W).
PURPOSE and PROPOSED CONSTRUCTION:
The Waterfront Group NC, LLC are proposing to improve their property for a 224 Lot
residential subdivision (Riversound Phase 1). The proposed project includes: a boating
facility to access the Yeopim River for traditional recreational boating purposes;
shoreline stabilization to include wooden bulkhead within the proposed boat ramp
area; a pavilion and parking for the boat ramp, three community piers with gazebos, a
subdivision road and central wastewater system. The project site consists of 924
acres of previously forested land used for silviculture purposes since the early 40's and is
currently comprised primarily of pine forest with existing logging roads, and various
wetland areas. The west side of the site is bordered by Middleton Creek, the eastern
and southern sides of the site are bordered by privately owned parcels (residential and
farmland), and the north side by the Yeopim River.
The Waterfront Group NC, LLC proposes six foot wide elevated docks and walkways on
both sides of the proposed 20' x 72' concrete boat ramp (20' x 40' within public trust
waters). Elevated walkways will connect to the proposed piers on both sides of the
proposed boat ramp and also connect to the three proposed community piers. Boat slips
are not proposed for this project. Waterfront Group NC, LLC also propose asphalt
subdivision roads, including the driveway and parking for the boating facility, consistent
with County and State requirements. The proposed central wastewater system located
within the subject property will utilize a membrane clarification process that will provide
reuse quality water to be directed to onsite infiltration ponds. The proposed stormwater
plan provides roadside swales and twenty-two (22) culverts that will direct stormwater to
several retention ponds and or to the adjacent 404 wetlands. Previous Clearing and
Grubbing Permit issued to Waterfront Group NC, LLC on March 315`, 2006 for 4.5 acres
of disturbance.
FIELD MEASURMENTS:
AEC met with the N.C. Division of Coastal Management on site on February 2, 2006.
The platted Section 404 wetlands were delineated and approved by US Army Corp of
Engineers, Tracey Wheeler on May 31, 2006.
AEC staff took water depths within the areas of the proposed piers on May 9th, 2006.
Water depth at the end of dock (1A) is -5.2', (1 B) is -5.4' ,(2) is -5.0' (3) is -4.9' and (4)
is -6.0' . During the time of sampling, AEC staff did not identify SAV's within or outside
the project area.
(Project narrative - Waterfront Group, LLC - pg. 2)
PROPOSED OPEN WATER IMPACTS:
Open water impacts include fill for the proposed boat ramp (concrete slab), fill
associated with shoreline stabilization (backfill from bulkhead). Temporary impacts
include the construction of the boat docks.
CONSTRUCTION: Construction of the boating facility (elevated walkways and docks)
will take place using hydraulic pumps and hand tools. Prefab concrete slabs will be
constructed on site and put in place using a front-end loader.
DETAILS FOR OPEN WATER DISTURBANCE AND IMPACTS:
Proposed structures within the Public Trust Waters:
Boat ramp dock (1A) (6'x 55') .............................................................. 330 s.f.
Boat ramp dock (1 B) (6' x 52') ............................................................ 312 s.f.
Dock (2) (61x 501) ...................................................................................... 300 s.f.
Dock (3) (6'x 40) ...................................................................................... 240 s.f.
Dock (4) (6'x 50) ...................................................................................... 300 s.f.
(3) Gazebos (3 x 300 s.f.) ....................................................................... 900 s.f.
Total s.f. of structures proposed within Public Trust Waters..... 2,432 s.f.
Fill within Public Trust Waters:
Boat ramp (concrete) (20'x 40' within open water) ................ (15 c.yds.)
Bulkhead Backfill (50'x 2'x 1' = 27) ......................................(4 c. yds.)
Total fill,within Public Trust Waters ...................................... 19 c.yds.
Shading within Public Trust Waters:
Boat docks (5) and gazebos (3) ............................................ 2,432 s.f.
Proposed construction/disturbance within the 30' Buffer:
Elevated walkways ................................................................................. 1,146 s.f.
Boat Ramp (30 x 30') .............................................................................................900 s.f.
Total proposed construction/disturbance within the 30' Buffer ... 2,046s_f.
WETLAND IMPACTS:
No Impacts proposed within coastal wetlands (no coastal wetlands within or adjacent to
project site)
Shading Impacts include elevated walkways (elevated min. 3 feet) ................4,494 s.f.
Fill Impacts proposed in Section 404 wetlands (till for road crossings) ...............0.36 acres
Temporary Impacts include construction of elevated docks and walkways
MITIGATION PROPOSED. The purchase of wetland credits from NCEEP &
Conservation easement - responsible party NCEEP Conservation easement on
remaining wetlands excluding 20' vegetation trimming buffer within lots
containing wetlands and 10 foot easement to access the shoreline.
(Project narrative - Waterfront Group, LLC - pg. 3)
PROPOSED LAND DISTURBANCE:
Proposed construction/disturbance on highground:
Land disturbance associated with development as determined by
Shield Engineering in the Sedimentation Erosion Control Plans Roadway &
culverts - 52 acres....... 2,265,120 sf
Boat ramp (highground portion) - 640 s.f.
Walkway - 252 s.f.
River House -1,120 s.f.
Parking Area for boating facility - 16,760 s.f.
Parking areas for common access's - 9,683 sf
Disturbance Behind Bulkhead -1,000 s.f.
Total land disturbance ...................................................... 2,294,575s_f.
CONSTRUCTION: Construction of the road and spoil containment area will take place
using a dump truck, bull dozier, frontend loader with a box blade. Construction of the
road will meet county and state requirements. Silt fence will be placed along areas of
land disturbance, and special precautions will be made in areas adjacent to wetlands and
within the 30 foot buffer.
Form DCM-MP-1
0
A-PFLICA'to N",','
Q D
(To be completed by all applicants)
- -----1.- APPLICANT
a. Landowner:
Name The Waterfront Group, N.C., LLC
C/O Larry Braga
Address 17505 West Catawba Avenue, Suite 350
City Cornelius State NC
Zip 28031 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Riversound
NOTE. Permit will be issued in name of landowner(s), and/or
project name.
r s ? 1005
b. City, town, community or landmark
Yeopim Community
c. Street address or secondary road number
Drummond's Point Road, SRI 100
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Yeopim River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
224 lot single family development, access roads,
central sewer system and Boating facility to include:
elevated walkways decking/dock with a boat ramp,
River House parking and three additional community
piers with gazebos.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private use
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. See attached project narrative
2. LOCATION OF PROPOSED
PROJECT
a. County Chowan Countv
Revised 03/95
Form DCM-MP-1
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 934 acres (Phase 1-257.7 acres)
b. Size of individual lot(s) 224 single-family residential
lots - lot sizes vary 2.2 acres to 2.5 acres
c. Approximate elevation of tract above MHW or NWL
10 feet
d. Soil type(s) and texture(s) of tract
Roanoke silt loam, Chowan silt loam, Wahee fine
sandy loam
e. Vegetation on tract Loblolly pine, bald cypress,
Tulip poplar, Red Maple, giant cane
f. Man-made features now on tract logging roads and
associated culverts
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
Agricultural
AFLw1CA"70H
P1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other 404 wetlands
If yes, has a delineation been conducted? yes
(Attach documentation, if available)
404 wetland delineation completed and approval by USACOE ,
Tracy Wheeler 5131106
m. Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
o. Describe existing drinking water supply source.
None at this time
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
© A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
There is no zoning for this property.
j•
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
O An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
Revised 03/95
Form DCM-MP-1
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliarwith the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
OA Stormwater Certification, if one is necessary.
OA list of the names and complete addresses of the
adjacent. waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name NC DOT c/o Gretchen Byrum
Address 1929 North Road Street
Phone Elizabeth Cites NC 27909
Name Mr. Lesley L Kersey
Address P.Q. Box 623
Phone Edenton NC 27932
Name
Address
Phone
0 A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Clearing and Grubbing Permit issued to Waterfront
Group NC LLC on March 31, 2006.
0 A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
0 A signed AEC hazard notice for projects in
oceanfront and inlet areas.
0 A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 27th day of July , 2006
Print Name Douglas A Dorman
Signature
Landoti ier or Autl'zed Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
• DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCM -MP-2
I-ON
EXCAVAT'y
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form
DCM-MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project.
Describe below the purpose of proposed excavation or fill activities.
All values to be given in feet.
Average Final
Existing Project
Leneth Width Depth Depth
Access
channel
(MLW)
(N WI .)
Canal
Boat
Basin
(20'x 72')
Boat
ramp
Rock
groin
N/A ------
N/A
N/A
(portion In
pen water)
40' (portion in
open water)
20'

-----

-------
N/A ------ ------ ------
N/A -------
N/A __---
01
Rock Breakwater
Other
(Excluding
shoreline
stabilization)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. L)oes the area to oe excavatea lncluae coastal
wetlands? Yes X No
d. Highground excavation in cubic yards: N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area? N/A
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future N/A
maintenance? Yes No
If yes, where? N/A
Revised 03/95
Form DCM-NIP-2
e. Does the disposal area include any
wetlands(marsh), SAVs or other wetlands?
Yes No N/A
coastal 4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
50 linear feet
c. Average distance waterward of MHW or NWL
Ave. 2 feet
d. Maximum distance water-ward of MHW or NWL
Max. 2 feet
e. Shoreline erosion during preceding 12 months
Less than 1'
(Source
information)
of Field observation
f. Type of bulkhead or riprap material
Wooden bulkhead
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead fill 4 cubic yards
h. Type of fill material
Clean upland source of sand
1. Source of fill material_ On site upland soil source
from construction of the proposed stormwater retention
basins
a. Will fill material be brought to site? N/A
Yes No
If yes,
(1) Amount of material to be placed in the
water. N/A
(2) Dimensions of fill area. N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(I)Dimensions of fill area 0.36 acres
(2)Purpose of fill fill for road crossings
5.GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Silt fence will be placed
in areas where construction/disturbance is
proposed adjacent to the Yeopim River.
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Bulldozers, backhoe, pans, hydraulic pump and
hand tools.
C.
Will wetlands be crossed in transporting
equipment? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. For section G and I.
Wood mats will be used to cross the wetlands
during road construction in order to reduce
impacts to the wetlands while culverts and bridge
are installed.
Riversound
Applicant or Project Name
S-ti- gna`ure ??
q1-21,7,)4-
Date
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-1. Be sure to complete all other sections of
the Joint Application that relate to this proposed project.
a. Type and number of buildings, facilities, units or structures
proposed:
Boating acility -boat ramp, pavilion with sidewalk and
associated parking, and three common area piers.
b. Number of lots or parcels One tract (224 residential lots)
and four common access lots.
c. Density (give the number of residential units and the units
per acre) 1.15 DU Acre
(257.7 acres)/(224 residential lots - Phase 1) =1.15
d.
Size of area to be graded, filled or disturbed including
roads, ditches, etc.
All Roadways & culverts - 52 acres.
Boat ramp (highground portion) - 640 s.f.
Walkway - 252 s.f.
River House - 1,120 s.f.
Parking Area for boating facility - 16,760 s.f.
Parking areas for common access's - 9,683 sf
Disturbance Behind Bulkhead - 1,000 s.f.
Total disturbance = 2,294,575 s.f.
If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? X Yes No
If Yes, date submitted Fast Tract 7/28/06
e.
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt road, concrete boat ramp, and turfstone pavers
g. Give the percentage of the tract within 75 feet of MHW or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking
0.14% In the 30' Public Trust Shoreline.
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?
X Yes No
If yes, date submitted FAST TRACT Submitted
7/28/06
i. Describe proposed method of sewage disposal.
On site central wastewater system
j•
Have the facilities described in Item i. above received
state or local approval? No
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water supply (see attached sheet)
in. Will water be impounded? X Yes
If yes, how many acres? 16.84 acres
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
No
Riversound
Applicant or Project Name
Signa l
g&& 6
Date
Form DCM-MP-4
S ?RLTCiTS
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e.
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial Private X Community
(2) Number 5
(3) Length (IA) - 55' (2) - 50' (3) - 40'
(1B)-52' (4)-50'
(4) Width (1A) - 6' (2) - 6' (3) - 6'
(1B)-6' (4)-6'
(5) Finger Yes , No X
Piers
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) X Yes _ No (3 gazebos)
(i) Number 4 + (luncov.platfm)
(ii) Length (1) 24' (3) 18.5'
(2) 18.5' (4) 18.5'
(iii) Width (1) 12' (3) 18.5'
(2) 18.5' (4) 18.5'
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
lines
(9) Width of water body Min. 232' Max. 652'
(10) Water depth at waterward end of pier at MLW or
NWL (lA)-5.2' (113) -5.4' (2)-5.0' (3)-4.9'&(4)6.0'
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d.
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance from MHW, NWL, or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Mooring buoys N/A
(1) Commercial _ Private- Community
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) Commercial Community Private
(2) Number N/A
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
Riversound
Applicant of Project Name
Signatu e
gl?r/oG
Date
Form DCM-MP-5
BRID(`31ES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this (4) Will all, or a part of, the existing culvert be
pro posed project. removed? (Explain) N/A
Section A
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
i. Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03/95
Form DCM-MP-5
Section A
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert replace an existing bridge?
Yes X No
If Yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
e. Will proposed culvert replace an existing culvert?
X Yes _ No
if yes,
(1) Length of existing culverts 31'
(2) Width of existing culvert 18"
(3) Height of the top of the existing culvert above
the MHW or NWL 0.5'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) All existing culverts will
be removed and upgraded to improved culverts
f. Length of proposed culvert 51' each
g. Width of proposed culvert 24" each
h. Height of the top of the proposed culvert above the
MHW or NWL 0.9'
i. Will the proposed culvert affect existing water flow?
X Yes No
If yes, explain Replacing existing culverts will restore
Natural flow of existing wetlands. Existing culverts
Do not function properly
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 55'
(2) Width of area to be excavated 10'
(3) Depth of area to be excavated 2'
(4) Amount of material to be excavated in cubic
yards 41 cubic yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 11'
(2) Width of area to be excavated 30'
(3) Amount of material to be excavated in cubic
yards 12 cubic yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 14'
(2) Width of area to be excavated 28'
(3) Amount of material to be excavated in cubic
yards 51 cubic yards
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
On existing uplands adjacent to crossing.
(2) Dimensions of spoil disposal area
30' x 100'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? X Yes No
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? X Yes No
If yes,
(1) Length of area to be filled 35'
Revised 03/95
Form DCM-MP-S
Section A
(2) Width of area to be filled 2'
(3) Purpose of fill To place material in location of
existing culvert to be replaced.
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
Coastal Wetlands _ SAVs X Other Wetlands
If yes, 418 sf
(1) Length of area to be filled 12' avg.
(2) Width of area to be filled 17' avg.
(3) Purpose of fill For a road to cross from
uplands to uplands.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 40'
(2) Width of area to be filled 48'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
if yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project require
any existing utility lines? Yes
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
the relocation of
X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
g. Will wetlands be crossed in transporting equipment to
project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
li. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
u/31.SnLJv
Applicant or Project Name
Signa?_
I-A Z
Date
Revised 03/95
Form DCM-MP-5
]0'3I81[DG]ES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this (4) Will all, or a part of, the existing culvert be
proposed project. removed? (Explain) N/A
Section C
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
i. Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03/95
Form DCM-MP-5
Section C If yes,
(1) Length of area to be excavated 58'
b. Number of culverts proposed 5 culverts (2) Width of area to be excavated 22'
(3) Depth of area to be excavated 2'
c. Type of culvert (construction material, style) (4) Amount of material to be excavated in cubic
Corregated aluminum Pipe (CAP) yards 95 cubic yards
d. Will proposed culvert replace an existing bridge? b. Will the placement of the proposed bridge or culvert
Yes X No require any excavation within: Yes
if yes, - Coastal Wetlands - SAVs X Other Wetlands
(1) Length of existing bridge N/A If yes,
(2) Width of existing bridge N/A (1) Length of area to be excavated 20'
(3) Navigation clearance underneath existing (2) Width of area to be excavated 32'
bridge N/A (3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing bridge be yards 35cubic yards
removed? (Explain) N/A
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
e. Will proposed culvert replace an existing culvert? X Yes No
X Yes
No If yes,
_
if yes, (1) Length of area to be excavated 22'
(1) Length of existing culverts 38' (2) Width of area to be excavated 30'
(2) Width of existing culvert 18" (3) Amount of material to be excavated in cubic
(3) Height of the top of the existing culvert above yards. 25 cubic yards
the MHW or NWL 3
5'
_
(4) Will all, or a part of, the existing culvert be d. If the placement of the bridge or culvert involves any
removed? (Explain) All existing culverts will excavation, please complete the following:
improved culverts
be removed and upgraded
to (1) Location of the spoil disposal area
_
_ On existing uplands adjacent to crossing.
(2) Dimensions of spoil disposal area
f. Length of proposed culvert 54' each 30' x 150'
(3) Do you claim title to the disposal area?
g. Width of proposed culvert 36" each X Yes No
If no, attach a letter granting permission from
h. Height of the top of the proposed culvert above the the owner.
MHW or NWL 1.5' (4)Will the disposal area be available for future
i. Will the proposed culvert affect existing water flow? maintenance? X Yes No
X Yes No (5)Does the disposal area include any coastal
If yes, explain Replacing existing culverts will restore wetlands (marsh), SAVs, or other wetlands?
Natural flow of existing wetlands. Existing culverts Yes X No
Do not function properly If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
j. Will the proposed culvert affect existing navigation the MHW or NWL? Yes X No
potential? Yes X No If yes, give dimension if different from No. 2 above.
If yes, explain existing wetlands not navigable
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
3. EXCAVATION AND FILL described in Item d. above) to be placed below MHW
or NWL? Yes X No
If yes,
a. Will the placement of the proposed bridge or culvert (1) Length of area to be filled N/A
require any excavation below the MHW or NWL?
X Yes No
Revised 03195
Form DCM-MP-S
Section C
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
- Coastal Wetlands - SAVs X Other Wetlands
If yes, 5,144 sf
(1) Length of area to be filled 166' max.
(2) Width of area to be filled 32' max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 110'
(2) Width of area to be filled 30'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCFEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail _
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
g. Will wetlands be crossed in transporting equipment to
project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail

Applicant or Project Name
Signature
3/2s'/nom'
Date
Revised 03/95
Form DCM-MP-5
ID
?I?D GES AN
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
Section D
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material) N/A
N/A
c. Water body to be crossed by bridge N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes No
If Yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge
be removed? (Explain) bridge N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or N WL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No N/A
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No N/A
If yes, explain N/A
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCM-MRS
Section D (2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
b. Number of culverts proposed 3 culverts (4) Amount of material to be excavated in cubic
yards N/A
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP) b. Will the placement of the proposed bridge or culvert
require any excavation within:
d. Will proposed culvert replace an existing bridge? - Coastal. Wetlands - SAVs X Other Wetlands
Yes X No If yes,
if yes, (1) Length of area to be excavated 12'
'
(1) Length of existing bridge N/A (2) Width of area to be excavated 36
(2) Width of existing bridge N/A (3) Amount of material to be excavated in cubic
(3) Navigation clearance underneath existing yards 24 cubic yards
bridge N/A
(4) Will all, or a part of, the existing bridge be c. Will the placement of the proposed bridge or culvert
removed? (Explain) N/A require any highground excavation?
X Yes No
If yes,
e. Will proposed culvert replace an existing culvert? (1) Length of area to be excavated 12'
X Yes
No (2) Width of area to be excavated 18'
_
If yes, (3) Amount of material to be excavated in cubic
(1) Length of existing culverts 38' yards. 37 cubic yards
(2) Width of existing culvert 18"
(3) Height of the top of the existing culvert above d. If the placement of the bridge or culvert involves any
the MHW or NWL N/A excavation, please complete the following:
(4) Will. all, or a part of, the existing culvert be (1) Location of the spoil disposal area
removed? (Explain) All existing culverts will On existing uplands adjacent to crossing,
be removed and upgraded to improved culverts (2) Dimensions of spoil disposal area
30' x 40'
(3) Do you claim title to the disposal area?
f. Length of proposed culvert 54' each X Yes No
If no, attach a letter granting permission from
g. Width of proposed culvert 36" each the owner.
h. Height of the top of the proposed culvert above the (4)Will the disposal area be available for future
MHW or NWL N/A maintenance? X Yes No
i. Will the proposed culvert affect existing water flow? (5)Does the disposal area include any coastal
Yes X No wetlands (marsh), SAVs, or other wetlands?
If yes, explain Yes X No
If yes, give dimensions if different from (2) above.
j. Will the proposed culvert affect existing navigation (6)Does the disposal area include any area below
potential? Yes X No the MHW orNWL? Yes X No
If yes, explain existing wetlands not navigable If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
3. EXCAVATION AND FILL result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? Yes X No
a. Will the placement of the proposed bridge or culvert If yes,
require any excavation below the MHW or NWL? (1) Length of area to be filled N/A
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
Revised 03/95
Form DCM-MP-S
Section D
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, 2,664 sf
(1) Length of area to be filled 74' max.
(2) Width of area to be filled 26' max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 50'
(2) Width of area to be filled 18'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
if yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines? .
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
_ Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
g. Will wetlands be crossed in transporting equipment to
project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
2iUE/LSa?c?N??
Applicant or Project Name
Signatur
Date
Revised 03/95
Form DCM-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit; Form DCM-MP-I. Be sure to complete all other
sections of the Joint Application that relate to this (4) Will all, or a part of, the existing culvert be
proposed project. removed? (Explain) N/A
Section E
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
-
i.
Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
N WL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03/95
Form DCM-MP-5
Section E If yes,
(1) Length of area to be excavated 60'
b. Number of culverts proposed 3 culverts (2) Width of area to be excavated 12'
(3) Depth of area to be excavated 2.2'
c. Type of culvert (construction material, style) (4) Amount of material to be excavated in cubic
Corregated aluminum Pipe (CAP) yards 59 Cubic Yards
d. Will proposed culvert replace an existing bridge? b. Will the placement of the proposed bridge or culvert
Yes X No require any excavation within: yes
If yes, _ Coastal Wetlands _ SAVs X Other Wetlands
(1) Length of existing bridge N/A If yes,
(2) Width of existing bridge N/A (1) Length of area to be excavated 12'
(3) Navigation clearance underneath existing (2) Width of area to be excavated 10'
bridge N/A (3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing bridge be yards 9 cubic yards
removed? (Explain) N/A
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
e. Will proposed culvert replace an existing culvert? X Yes No
X Yes
No If yes,
_
if yes, (1) Length of area to be excavated 12'
(1) Length of existing culverts 55' (2) Width of area to be excavated 46'
(2) Width of existing culvert 18" (3) Amount of material to be excavated in cubic
(3) Height of the top of the existing culvert above yards. 65 cubic yards
the MHW or NWL Below NWL -0.5
(4) Will all, or a part of, the existing culvert be d. If the placement of the bridge or culvert involves any
removed? (Explain) All existing culverts will excavation, please complete the following:
be removed and upgraded to improved culverts (1) Location of the spoil disposal area
On existing uplands adiacent to crossing.
(2) Dimensions of spoil disposal area
f. Length of proposed culvert 50' each 30' x 120'
(3) Do you claim title to the disposal area?
g. Width of proposed culvert 24"each X Yes No
If no, attach a letter granting permission from
h. Height of the top of the proposed culvert above the the owner.

i. MHW or NWL 0.9'
Will the proposed culvert affect existing water flow?
(4)Will the disposal area be available for future
X Yes No maintenance? X Yes No
if yes, explain Rep] acin existing xisting culverts will restore (5)Does the disposal area include any coastal
Natural flow of existing wetlands. Existing culverts wetlands (marsh), SAVs, or other wetlands?
Do not function properly Yes X No
If yes, give dimensions if different from (2) above.
j. Will the proposed culvert affect existing navigation (6)Does the disposal area include any area below
potential? Yes X No the MHW or NWL? Yes X No
If yes, explain existing wetlands not navigable If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
3. EXCAVATION AND FILL result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? X Yes No
a. Will the placement of the proposed bridge or culvert If yes,
require any excavation below the MHW or NAT? (1) Length of area to be filled 60'
X Yes No
Revised 03/95
Form DCM-MP-S
d. Will the proposed project require any work channels?
Section E Yes X No
If yes, complete Form DCM-MP-2
(2) Width of area to be filled 2'
How will excavated or fill material be kept on site
e
(3) Purpose of fill To replace material after .
and erosion controlled? Any excavated or fill material
removal of existing culvert. will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state,
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
What type of construction equipment will be used
f
_ Coastal Wetlands _ SAVs X Other Wetlands .
dragline, backhoe or hydraulic dredge)?
(for example
If yes, 1,504 sf
(1) Length of area to be filled 82' max. ,
Excavator, backhoe and grader
(2) Width of area to be filled 22' max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards g. Will wetlands be crossed in transporting equipment to
project site? Yes X No
g. Will the placement of the proposed bridge or culvert If yes, explain steps that will be taken to lessen
result in any fill (other than excavated material environmental impacts.
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 52'
h. Will the placement of the proposed bridge or culvert
(2) Width. ofarea_tabe filled 42' require any shoreline stabilization?
(3) Purpose offill To elevate road base above the Yes X No
nronosed culverts. If yes, explain in detail
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines? .
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
require the relocation of
_ Yes X No
rU ?-wND
Applicant or Project Name
Signature
Rl4L<
Date
Revised 03/95
Form DCM-MP-5
lB1tIDGES AlvD
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
Section F
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material) N/A
N/A
c. Water body to be crossed by bridge N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge
be removed? (Explain) bridge N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No N/A
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No N/A
If yes, explain N/A
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCM-M -5
Section F
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert replace an existing bridge?
Yes X No
If Yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
e. Will proposed culvert replace an existing culvert?
Yes X No
If Yes,
(1) Length of existing culverts N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert 45' each
g. Width of proposed culvert 15" each
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect existing water flow?
Yes No N/A
If yes, explain
Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands - SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 28'
(2) Width of area to be excavated 8'
(3) Amount of material to be excavated in cubic
yards 17 cubic yards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 12'
(2) Width of area to be excavated 21'
(3) Amount of material to be excavated in cubic
yards. 10 cubic yards
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
On existing uplands adiacent to crossing.
(2) Dimensions of spoil disposal area
30' x 20'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? X Yes No
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? Yes X No
If yes,
(1) Length of area to be filled N/A
Revised 03/95
Form DCM-MP-5
Section F e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
(2) Width of area to be filled N/A will be stabilized as stated in the Sedimentation and
(3) Purpose of fill N/A Erosion control plan submitted to the state.
f. Will the placement of the proposed bridge or culvert
result in any fill. (other than excavated material f. What type of construction equipment will be used
described in Item d. above) to be placed within: (for example, dragline, backhoe or hydraulic dredge)?
_ Coastal Wetlands _ SAVs X Other Wetlands Excavator, backhoe and grader
If yes, 1,200 sf
(1) Length of area to be filled 45' max.
(2) Width of area to be filled 21' max
(3) Purpose of fill For the proposed road to cross g• Will wetlands be crossed in transporting equipment to
404 wetlands and meet NCDOT road design project site? Yes X No
standards If yes, explain steps that will be taken to lessen
environmental impacts.
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No h. Will the placement of the proposed bridge or culvert
If yes, require any shoreline stabilization?
(1) Length of area to be filled 40' Yes X No
(2) Width of area to be filled 20' If yes, explain in detail
(3) Purpose of fill To elevate road base above the
proposed culverts
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
if yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail _
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
Yes X No
A?=(- Out-'o -
Applicant or Project Name
Signature r
Spa s/a-?
Date
Revised 03/95
Form DCM-M -5
I?R ff 13 G E`? A N D
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this (4) Will all, or a part of, the existing culvert be
proposed project. removed? (Explain) N/A
Section G
1. BRIDGES g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
a. Public Private X
i. Height of proposed bridge above wetlands
b. Type of bridge (construction material) N/A N/A
N/A
j. Will the proposed bridge affect existing water flow?
Yes X No N/A
c. Water body to be crossed by bridge N/A If yes, explain N/A
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
k. Navigation clearance underneath proposed bridge
e. Will proposed bridge replace an existing bridge? N/A
Yes No
if yes, 1. Will the proposed bridge affect navigation by
(1) Length of existing bridge N/A reducing or increasing the existing navigable
(2) Width of existing bridge N/A opening? Yes X No N/A
(3) Navigation clearance underneath existing If yes, explain
bridge N/A
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No N/A
If yes, explain N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval?
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above if yes, please provide record of their action.
the MHW or NVVL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
Revised 03195
Form DCM-MP-5
Section G
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert replace an existing bridge?
Yes X No
If Yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
e. Will proposed culvert replace an existing culvert?
Yes X No
If Yes,
(1) Length of existing culverts N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert 52' each
g. Width of proposed culvert 18"each
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect existing water flow?
_ Yes X No
if yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 52'
(2) Width of area to be excavated 8'
(3) Amount of material to be excavated in cubic
yards 15 cubicyards
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards. N/A
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
N/A
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area? N/A
Yes No
If no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? Yes No N/A
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No N/A
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? _ Yes No N/A
If yes,
(1) Length of area to be filled N/A
Revised 03/95
Form DCM-MP-S
Section G
(2) Width of area to be filled N/A
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, 2,302
(1) Length of area to be filled 32' max.
(2) Width of area to be filled 60'max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 40'
(2) Width of area to be filled 45'
(3) Purpose of fill To elevate road base above the
proposed culverts.
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b
Will the proposed project
any existing utility lines? .
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
g. Will wetlands be crossed in transporting equipment to
project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
AL&'Z, 5?r-D
Applicant or Project Name
Signature/--,'
Date
Revised 03/95
Form DCM-MP-5
]BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
Section H
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material) N/A
c. Water body to be crossed by bridge N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes No
if yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge
be removed? (Explain) bridge N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No N/A
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the NOW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributaries of Middleton Creek & Yeopim River
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
i.
Will the proposed bridge affect existing water flow?
Yes X No N/A
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No N/A
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No N/A
If yes, explain N/A
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes X No
If yes, please provide record of their action.
Revised 03/95
Form DCM-MP-5
Section H
b. Number of culverts proposed 3 culverts
c. Type of culvert (construction material, style)
Corregated aluminum Pipe (CAP)
d. Will proposed culvert replace an existing bridge?
Yes X No
If Yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b.
C.
e. Will proposed culvert replace an existing culvert?
Yes X No
If Yes,
(1) Length of existing culverts 37'
(2) Width of existing culvert 15"
(3) Height of the top of the existing culvert above d.
the MW or NWL No NWL, N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
All exfstfng culverts will be removed and
upgraded to improved culverts
£ Length of proposed culvert 54' each
g. Width of proposed culvert 27" each
h. Height of the top of the proposed culvert above the
MHW or N WL N/A
i. Will the proposed culvert affect existing water flow?
_ Yes X No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain existing wetlands not navigable
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
Will the placement of the proposed bridge or culvert
require any excavation within: Yes
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes,
(1) Length of area to be excavated 54'
(2) Width of area to be excavated 8'
(3) Amount of material to be excavated in cubic
yards 16 cubic yards
Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes -No
If yes,
(1) Length of area to be excavated 10'
(2) Width of area to be excavated 50'
(3) Amount of material to be excavated in cubic
yards. 75 cubic yards
If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
On existing uplands adjacent to crossing
(2) Dimensions of spoil disposal area
40' x 65'
(3) Do you claim title to the disposal area?
X Yes No
if no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? X Yes No
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the NMW or NWL? X Yes _ No
If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? _ Yes X No
If yes,
(1) Length of area to be filled N/A
Revised 03195
Form DCM-MP-S
Section H
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _ SAVs X Other Wetlands
If yes, 1,308 sf
(1) Length of area to be filled 27'max.
(2) Width of area to be filled 62'max
(3) Purpose of fill For the proposed road to cross
404 wetlands and meet NCDOT road design
standards
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 40'
(2) Width of area to be filled 32'
(3) Purpose of fill To elevate road base above the
proposed culverts
4. GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail _
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
require the relocation of
_ Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any excavated or fill material
will be stabilized as stated in the Sedimentation and
Erosion control plan submitted to the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
g. Will wetlands be crossed in transporting equipment to
project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
yii&.50w"'o
Applicant or Project Name
Signatu e
Date
Revised 03/95
Form DCM-MP-5
?R I D", Gff -- vn' S A N D
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
Section I
1. BRIDGES
a. Public Private X
b. Type of bridge (construction material)
Wood
c. Water body to be crossed by bridge N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge?
Yes X No
If Yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
g. Length of proposed bridge 50'
h. Width of proposed bridge 18'
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain N/A
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
(4) Will all, or a part of, the existing bridge m. Will the proposed bridge cross wetlands containing
be removed? (Explain) bridge N/A no navigable waters? Yes X No
f. Will proposed bridge replace an existing culvert(s)? If yes, explain
Yes X No
If yes, n. Have you contacted the U.S. Coast Guard concerning
(1) Length of existing culvert N/A their approval? N/A
(2) Width of existing culvert N/A Yes X No
(3) Height of the top of the existing culvert above If yes, please provide record of their action.
the MHW or NWL N/A
2. CULVERTS
a. Water body in which culvert is to be placed
Tributary of Middleton Creek and Yeopim River
Revised 03/95
Form DCM-MP-5
Section I
b. Number of culverts proposed N/A
c. Type of culvert (construction material, style)
N/A
d. Will proposed culvert replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
e. Will proposed culvert replace an existing culvert?
Yes _ No N/A
If yes,
(1) Length of existing culverts N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL No NWL, N/A
(4) Will all, or a part of, the existing culvert be
removed? (Explain) N/A
£ Length of proposed culvert N/A
g. Width of proposed culvert N/A
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Depth of area to be excavated N/A
(4) Amount of material to be excavated in cubic
yards N/A
b. Will the placement of the proposed bridge or culvert
require any excavation within: No
_ Coastal Wetlands - SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards N/A
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
_ Yes X No
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards. N/A
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
N/A
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area? N/A
_ Yes No
if no, attach a letter granting permission from
the owner.
(4)Will the disposal area be available for future
maintenance? _ Yes No N/A
(5)Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No N/A
If yes, give dimensions if different from (2) above.
(6)Does the disposal area include any area below
the MHW or NWL? _ Yes _ No N/A
If yes, give dimension if different from No. 2 above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? _ Yes X No
If yes,
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
Revised 03/95
Form DCM-MP-S
Section I
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
_ Coastal Wetlands _ SAVs - Other Wetlands
If yes, N/A
(1) Length of area to be filled N/A
(2) Width of area to be filled N/A
(3) Purpose of fill N/A
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? X Yes No
If yes,
(1) Length of area to be filled 20'
(2) Width of area to be filled 20'
(3) Purpose of fill To elevate road base for the
approach to the bridge.
GENERAL
a. Will the proposed project involve any mitigation?
X Yes No
If yes, explain in detail The purchase of wetland
Credits from NCEEP and conservation of wetlands
onsite.
b.
Will the proposed project
any existing utility lines?
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
if yes, explain in detail
d. Will the proposed project require any work channels?
Ye- X No
If yes, complete Form DCM-MP-2
require the relocation of
_ Yes X No
e. How will excavated or fill material be kept on site
and erosion controlled? Any land disturbance or fill
material will be stabilized as stated in the
Sedimentation and Erosion control plan submitted to
the state.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Excavator, backhoe and grader
g. Will wetlands be crossed in transporting equipment to
project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Wooden mats will placed
over wetland crossing if needed during construction.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
'(Z'-'XZv
Applicant or Project Name
signa
Date
Rc? ise,l 13195

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ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
July 17, 2006
Lesley L. Kersey
P.O. Box 623
Edenton, NC 27932
Dear Mr. Kersey,
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for the Waterfront Group NC, LLC who own property adjacent to your property on the
Yeopim River in Chowan County, North Carolina. The Waterfront Group NC, LLC is
proposing to improve their property for a 224 Lot residential subdivision (Riversound
Phase 1). The proposed project includes: a boating facility to access the Yeopim River;
shoreline stabilization within the proposed boat ramp area; a pavilion and parking for
the boat ramp, three community piers with gazebos, a subdivision road and central
wastewater system. This letter serves as notification to you of the proposed activity for
this project adjacent to your waterfront property.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
Sincerely,
Douglas A. Dorman
/I ,Lv
SIG ATURE

DATE

ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
July 17, 2006
Lesley L. Kersey
P.O. Box 623
Edenton, NC 27932
Dear Mr. Kersey,
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for the Waterfront Group NC, LLC who own property adjacent to your property on the
Yeopim River in Chowan County, North Carolina. The Waterfront Group NC, LLC is
proposing to improve their property for a 224 Lot residential subdivision (Riversound
Phase 1). The proposed project includes: a boating facility to access the Yeopim River;
shoreline stabilization within the proposed boat ramp area; a pavilion and parking for
the boat ramp, three community piers with gazebos, a subdivision road and central
wastewater system. This letter serves as notification to you of the proposed activity for
this project adjacent to your waterfront property.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
Sincerely,

Douglas A. Dorman
SIGNATURE
DATE
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC
P.O. Box 3266, Kitty Hawk, NC 27949
[phone] fax [phone]
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
July 17, 2006
Gretchen Byrum
1929 North Road Street
Elizabeth City, NC 27909
Dear Ms. Byrum,
This letter is with reference to the enclosed CAMA Major Permit Application and plats
for the Waterfront Group NC, LLC who own property adjacent to your property on the
Yeopim River in Chowan County, North Carolina. The Waterfront Group NC, LLC is
proposing to improve their property for a 224 Lot residential subdivision (Riversound
Phase 1). The proposed project includes: a boating facility to access the Yeopim River;
shoreline stabilization within the proposed boat ramp area; a pavilion and parking for
the boat ramp, three community piers with gazebos, a subdivision road and central
wastewater system. This letter serves as notification to you of the proposed activity for
this project adjacent to your waterfront property.
If you have no objection to our client's proposal, please sign and date the bottom of this
letter and return it to our office. I have also enclosed a copy of this letter for your
records. If we have not heard from you within 30 days it will be considered that you
have no comments to this project.
If you have any questions please do not hesitate to call me at 252-261-7707 or contact
the NC Division of Coastal Management.
Sincerely,

Douglas A. Dorman
SIGNATURE DATE
CHOWAN COUNTY, NORTH CAROLINA
EDENTON, NORTH CAROLINA 27932
August 14, 2006
Larry Bragg
RiverSound Development
17505 W Catawba Avenue
Suite 350
Cornelius, NC 28031
Dear Larry:
Chowan County has agreed to provide water supply to the RiverSound Development with
the developer being responsible for the construction of the maii distribution lines to the
subdivision. RiverSound Engineers have discussed the design with the County Engiieer
and the design being proposed is in complete compliance with County and State
standards.
IfI can provide any further information, please do not hesitate to give me a call.
Sincerely,
CA/Copeland
Luther.County Manager.
ebb
FROM :RTLANT[C ENVIRONMENTAL CONSULT FAX NO. :2522612965
Jul. 28 2006 12:3691 P2
Elliot Harwell
Waterfront Croup NC, LLC
17505 West Catawba Ave. Suite 350
Cornelius, NC 20031
f, Elliot Hamel] authorize Atlantic Environmental Consultants, LLC (AEC) to
ripply for environmental permits on behalf of the Waterfimt Group NC, LLC for
the Riversound Project IS Chowan County, North Carolina.
?. ?l• ??p
AuthorQation Date
ENVIRONMENTAL SERVICES, INC-
524 New Hope Road
Raleigh, NC 27610
919-212-1760 / Facsimile 919-212-1707
www.esinc.ce
MEMORANDUM
TO: Josh Witherspoon
FROM: Scott Seibel
DATE: 11 April 2006
RE: Norcum-Hughes Cultural Resource Assessment
Research was conducted at the North Carolina Office of State Archaeology (OSA) and the North
Carolina State Historic Preservation Office (NCSHPO) Survey and Planning Branch to
determine if any previously recorded cultural resources occur within the boundaries or in the
vicinity of the Norcum-Hughes property in Chowan County, North Carolina. This research
occurred on 31 March 2006 and 11 April 2006, respectively. Research revealed that no
previously recorded archaeological sites are located within the boundaries of the property and
that no previously recorded historic buildings or structures are located within a 0.75-mile radius
of the property.
If federal permitting, such as from the United States Army Corps of Engineers (ALOE), is
necessary for the proposed project, regulatory coordination with the NCSHPO is required. Any
comment by the NCSHPO on the proposed project would apply only to the permit areas as
defined by the permitting agency. If no federal permitting is required for the proposed project,
no further cultural resource work is necessary.
.... _ ......... ....................

SITE
z SNH ET 4 SHOWS SOT RAMP. PARKING
AND RIVER HOUSE
ALUEMAr&E SOUND
?. •?? mo:-........?
VICINITY MAP o
i ? 16
NTS
?' i •\
'Q f1
+' LETS Or WIAM I
NOTE:
SHEET 5 SHOWS THE 1ST OF 3 COMMUNITY ACCESS EASEMENTS AND GAZEBO AD,TACANT
PROP
\ r;* { ,. ?• s ^? LESLIE L. s
1w
?. r.
.A
L"m
ULLAMM
NQ:
SHEET 6 SHOWS THE 2ND OF 3 COMMUNITY
ACCESS EASEMENTS AND GAZEBO'
NOTE: s a? a i a'i ±tl
SHEET 7 SHOWS THE 3RD OF 3 COMMUNITY` ; -
ACCESS EASEMENTS AND GAZEBO NOTE:
AREAS LABLED AS A-•1 INDICATE CROSSINGS
Y DETAI ON SWE LAN S jS SHOWN IN
- ;S a.Y
oars ar
WRAWS O(1lEASK)N ? ? iJ4?' { _ ?+[ coq
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140.00,
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"ACANMOOF ROPER TY N T
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ffOOJ
SHEET 1 OF 17
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
,4TL,4NT/C EN11NONMENT4L CONSULTANTS, LLC
GRAPHIC SCALE 1 = 1 0 0 0 A0. 90.r 9266, K/TTY /1.4jYf(, AC. 27949
?252)261-7707, email roMomam®ao1. cam
DATE: 7/27/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D
r
•, • • / aaf LOT So
LOT LOp LAM 47 LOT 36: Y C?j
PROPOSED S
PONDS (0.74 ACRES) LOT 48 LOT•
' LOT IAT 4 LOT 33
.' = 0
40.
LOT 50
i' LOT 3 f
30
.? / :; •:: ?+ LOT 51 LOT J LOT 1?
/? /;. .;4?.• ;:•: ? ? LOT 29 LOT 14
:.? .
u' a, LOT 28 4;?''..; : ::;;::•:::.
Ltd •.. ;: u? 13
z 4 ?:t:•
? ••? ,? 0 LOT 69 WK 41 LoT 1
Q I ` O O °a P? ?? LOT 7o LOT 20 LOT 1 t '?'••?
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LOT 71 LOT 10
?, ; • •:',? °ir 6' ' ,, LOT Q LOT 9 ..• ;. .: wr
L, LOYT .•.;...? LOT 7 t . O
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LOT 73 LOT5?
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LOT 74 to w
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?5 + J LOT 10 J r 4 . LOT 7Q WT Z
LOT 110 •` ?; `Oa WT 08
?,r • LOT 119 LOT 10:1 ,? ' •• '' r t • T 79 LDT 77
85 LOT
j LOT 135 LOT 134 LOT 120 LOT 123 ` LOT y LOT 81 70 LOT 1
r
LOT 82 _:?•
IDT 83
LOT
IAT 138 LOT 121 124 LOT 04
LOT 137 LOT 122 L, /ao W N
LOT 1 r +? t?T •+,i? .tom t.? f•:-
.rj? 1 ?•;:; LOT 139 ? ? ? ? - ;•,:• ?..;.;.;•;';:;:;a?' ::' :;:...;
C??T ?;? LOT 140 LOTik?3$S? N rr -•`i.;1?•
•?rf'°? ?,. `; tar 14s r: LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5/31/06
X.
.
1 %• Iar 147 I OT 188 LOT 220
I .•? 1 LOT 148 LOT 1 L'!??'? i • ?'
I= 149__ LOT 103
• . r: T- •? i.' IAT 221 ?. I • :•.':
~ LOT 171
% LOT 160
LOT 182 PROPOSED STORMWATER
r +': ?. ..,::• : ' ,Iar 161 LOT 172 •::;: POND (1 ACRE)
T=: :•` LOT lb4`?'\:•;'• •?, LOT 222
N??.1 LOT 162 LOT 173 LOT 181 C :::::::.::::::::;
:;C'• ?'i LOT 165 ?.;.
LOT 153 LOT 174 y
:• LOT 150 LOT 180 LOT 223
;F t
?. PARKING LOT 175
LOT 167 AREA
E1 GEND:
LOT 178 i° LOT 179
F `.. ,? ?•LOT IbQ?°. -' 4• ;.:1l ': '•.•; : •': • a UMITS OF CONFIRMED 404 WETLAND
SIGNED OY THE USACOE 5/31/06
LOT 159 '•j "?
° y LOT 187 - • - • - • - EXISTING 404 WETLAND UNE
44
is _ :.:?:? ?, ,? ? ? .,.•:`,'..?
N ti '':. •« LOT 184
LOT 185 VACUUM STATION FOR
LOT 194' WASTEWATER TREATMEN
• LOT 195 1
L.IAT 108
.:•: .. PARKER LO? 180 g?ti?e tst
=? LOT 196 rr¢¢ LOT 217
-t C t i,t ! i 1Zi j'r
l t'ftitt?TtfitTtit•
• j+?L01. 197 I'OT 214 LOT z16 PROPOSED STORMWATER
POND (0.4 ACRES)
LOT 198 LoT 216
SHEET 2 OF 17
LOT 209
- w-
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA .
A7LAN7/C ENl10?0Nti1EN7AL CONSUL7ANTS, LLC
GRAPHIC SCALE 1 400' PO BOX 3266, KITTYHQIyff, NO.. 27949
[phone], email roxdormam®ad com
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D
LOT 108
LOT 200 ?p
?j. LOT
?
}
.
LOT 201 LOT 205 POO ?' LOT 211
AT 20 f
IA
T 212
LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5/31/06
his
AL A. A. A AL AL AL Ati
Iv--? ?AL _

LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5 31 O6
A4
WASTE WATER
TREATMENT
A, AL
n
FACILITY
AX CL A AL AL
A6 AL
_\,`A, g AL
^INF1U?y= 11
Plo -? -
TEMPORARY SOIL
STOCKPILE AREA
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NOTE:
THE 404 WETLANDS LINES OUTSIDE THE AREA
SIGNED ON 5/31/06 BY THE USACOE HAVE
BEEN CONFIRMED BY THE USACOE IN THE FIELD
BUT A SIGNED PLAT IS NOT AVAILABLE.
Ol?
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LEGEND:
WAITS OF CONFIRMED 404 VvETLAND
\
•,:.°,°.:,:.:, SIGNED BY THE USACOE 5/31/0 31/06
THE 404 WETLANDS LINES OUTSIDE THE AREA
SIGNED ON 5/31/06 BY THE USACOE HAVE \
BEEN CONFIRMED BY THE USACOE IN T11E FIELD \
BUT A SIGNED PLAT IS NOT AVAILABLE.
S'A IEET 3 OF 17
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
99 .4TL.4NT/C ENI?/RONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 400' P.O. BOX 3266, K/TTY NA{f?itr IV. 0. 2799
[phone], email mdorman®aol com
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D
LIMITS OF CONFIRMED 404 WETLAND
SIGNED BY THE USACOE 5/31/06
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404 ATM&W LMW ANY ADDITIONAL UTILITY LINES SUCH AS ELECTRIC.
CABLE, TELEPHONE. EEC. WILL BE WITHIN THE UM(TS
$ OF THE R/W AND THE PROPOSED FILL AND
THERE WILL BE NO ADDIITONAL WETLAND IMPACTS

CORRUGATED ALLUMINUM PIPE
(CAP) 3 O 51', 24' OIA.
'11? \
404 MUMD L= Ak
PROPOSED 404 WETLAND
FILL 210 SF
1 i PROPOSED 404 WETLAND
. i
i FILL 208 SF
1
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_. _? 1 ?.t? alp
XIIISR 1 ' ilk
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1 I MKE PROPOSED FILL AREA (418 Sr)
1 ,
1 EXISTING 404 %%ETLAND LINE
MUS771VG 404 i LTUND LTNE 1 1 -$ --- EXISTING CONTOUR LINES
ONFHE O 5131106 BY 771E 1 ; -9 - PROPOSED CONTOUR LINES
-12' %W- PROPOSED 12' WATER MIAII
P L.AM MEW o G°30D AD Cf°30o SS MG AREA "M `- 6-' --
SHEET 9 OF 17
404 WETLAND CROSSING - AREA A
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
99 9 47L-4N71'0 EN11f0N?ENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 2 P.O. BOX 3266, ff/TTY NAMff, N.C. 279-9
(252)2,61-7707, a -mall roxdo1-inan®ao1.com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
` U
F
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404 W17S7Z=

t

i

JL
I PROPOSED 404 WERAND
FILL 1.178 SF
alliC
l{Q]?;
ANY ADDRIONAL U1ILTTY LINES SUCH AS ELECTRIC.
CABLF- TELEPHONE, ETC WILL BE WITHIN THE LIMITS
OF THE R/W AND THE PROPOSED FILL AND
THERE W1LLE3E NO ADDITIONAL WETLAND IMPACTS
ZUSMG 404 WMAND LINE
CONFRA(M 5191106 BY THE
USACOE

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ANY DITION& UTILITY LINES SUCH AS ELECTRIC.
OCFB E ND E, THE PROOPPOSED FILL ?AND E LIMBS
T1iERE WILL BE NO ADDMO14AL WETLAND IMPACTS
1EGEND:
PROPOSED FILL AREA (1.178 SF)
EXISTING 404 VWVLAND LINE
----$ -- EXISTING CONTOUR UNES
-12' WM- PROPOSED 12' WATER MIAN
SHEEN' 10 OF 17
404 WETLAND CROSSING - AREA B
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
.23 ATLANT/C ENl?/IRONS ZN- TAL CONSULTANTS, LLC
GRAPHIC SCALE 1 202 PO 90X 3266, K/TTYH.4{Yf, &C. 279,9
[phone], email Ioxdannan®aol com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.

- - -- - - - - --•O .74.: v

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/ v
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I • ? /`•{!?-r` •• tit
t'k

ANY?ADDTTIONAL UTILITY LINES SUCH AS ELECTRIC.
CAUZ NE, ETC WILL DE WITHIN THE UUITS
OF THE R/W D THE PROPOSED FILL AND
THERE WILL QE NO ADDITIONAL WETLAND WPACfS
CORRUGATED ALLUUINULI PIPE
(CAP) 5 O 54'. 3C DIA
yk
4
tkt
tart
404 TT'SII. iND ZXM
PLAN V?
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1 G SO"
PROPOSED 404 IVETUINDI
I FILL 1.306 SF
tJt' % f \ 404 WMAND LU
/ q
c)y r / 12'??J ? /
? N/
41 1 CRGSS?M(G Al
SHEET 11 OF 17
404 WETLAND CROSSING - AREA C
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
41UNT/C EN!/LRON1WSNTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 20' P.0. 90,r 3266, K/TTY 11M M, N.0.. 279 9
[phone], a -mail Ioxdorman®ool com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
EXISTING 404 WL77 ND LINE
CONFmim 513ilo6 BY TIC
USACOE
LEGEND:
PROPOSED FILL AREA (5.144 ST)
EMSTINO 404 WETLAND LINE
---2- EXISTING CONTOUR LINES
-4- PROPOSED CONTOUR LINES
-8" WN - PROPOSED 8" WATER MAN
-SS- PROPOSED SANITARY SEWER LINE
?o

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"
j (CAP) 3 O W. 36
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:? 1 1 3'} 311
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/ 1 1 { 404 wMUNDS
1
, 404 WB7rAl
c ` rJ 'yam!y 1 E73=G10"
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•
FILL 1.341 SF

1 j i , ` 31v?t
3? ? _ ? 31L
1 3? ANY ADDITIONAL UTILITY UNES SUCH AS ELECTRIC.
/
EXISTING 404 WPIS ZAND LINE

comm 3f o 5/31/08 BY THE j .: CABLE. TELEPHONE. ETC. WILL DE WITHIN THE LIMITS
1 Ak OF THE R/W AND THE PROPOSED FILL AND
\ THERE WILL BE NO ADDITIONAL WETLAND IMPACTS

USACOE 1
''I
3WL
1 iL a t' 1D
R

LEGEND:
j >Ir
•
?
? PROPOSED TILL AREA (2.664 SF)
j
EXISTING 404 WETUIND LINE

all -
EA III) ID
4- ?
M
MEE i6AD CRO
P
S (G
_
OPOSED CONTOUR LINES
G?1p?1
L5/i-dil
V V
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SHEET 12 OF 17 -12" %VM- PROPOSED tr WATER MIAN
404 WETLAND CROSSING - AREA D
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
4TLANT/C E?1/v//?ON#ENT,4L CONSULTANTS, LLC
GRAPHIC SCALE 99 !
1 = 20 P.O. 90X 3266, f(/TTYHA1yi,, N.0 279V
[phone], e moil rordolman®oolcom
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
?o

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A
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404 MUM LM
?. / PROPOSED'
fir . 1 ASPHALT !
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PROPOSED 404 WMMD
FlLL 371 SF /
ilk 6
• , 404 Ah77AND LlNF,
ALL r ) 1 CORRUGATED ALLUMINUM PIPE ?;
:{? f"x 1 (CAP) 3 O 50'. 24' DU1 ANY
CABLE. TELFPHONEUTILITY LINES EfCUWILL ?MIfTF?i1N T?HEC LIMITS
z ? ,??i f:3ry 1 I OF THE R W ND THE PROPOSED FILL AND
THERE WILL DE NO ADDITIONAL WERAND 11tPACfS
.ik
PROPOSED 404 WERNJD
1
FILL 1,133 SF , ? ^ h co
,111c col EXL=G 404 WMMAND LANE
~ USACNFIIWO 5131106 BY THE
` i
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I 1t R
I ; 12' ! ® PROPOSED FILL AREA (1.504 SF)
I ; - EXISTING 404 WETLAND LINE
I J i 1 •--6---- EXISTING CONTOUR LINES
1 -9- PROPOSED CONTOUR LINES
! -8' WM - PROPOSED W WATER IRAN
AL IL -SS- PROPOSED SANITARY SEWER LINE
PLAN MEW o ROAD CROSSM AREA °°Fl°°°
. ? SHEET 13 OF 17
r
404 WETLAND CROSSING - AREA E
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
99 ,,47Z'-4N71'0 ENVh?ONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1 = 20' P.O. BOX J2, 6, /(/TTY HA{yif, N.C. 279 9
[phone], e-mail I-oMormamlaol.com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.

fA ?? PIPf? _, - - -'

SRADFQ_ GI -P.IP.E_

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c? 'n I (L

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c?
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3 ;
20' CORRUGATED ALLUMINUM PIPE
(CAP) 3 O 45'. 15' DUl

PFR`OO OS 404 WE AND I!L
c{ ?
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i 1ti

9Jc ` ;
!
140TES:
ANY ADDITIONAL UTILITY LINES SUCH AS ELECTRIC,
I, 1 1 ,r CABLE. TELEPHONE, ETC. WILL BE WITHIN THE LIMITS
' OF THE R/W AND THE PROPOSED FILL AND
1 THERE WILL BE NO ADDITIONAL WETIAND IMPACTS

PROPOSED 404 WETLAND
FILL 645 SF
,O ? OAADD -
N
?- ; 12'

LEGEND:
PLAN M V EW ROAD CROSS M ADt?(i?1 PROPOSED FILL AREA (1.200 SF)
EJOSTING 404 WETLAND LINE
' - -- 2-.-- EXISTING CONTOUR LINES
E7a5=G 404 WETLAND LINE r -4 - PROPOSED CONTOUR LINES
CONFRZAM 5/31/08 BY 77ZE -12' WM- PROPOSED 12' WATER MIAN
USACOE
SHEET 14 OF 17
404 WETLAND CROSSING - AREA F
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
.4TL4NT/C ENI?/RONYZNTAL CONS11ZR /TS, LLC
GRAPHIC SCALE 1 = 20" P.O. BOX 3266, KITTY 11,41 K A.C. 279 9
[phone], email i-omdorman0ao%com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY. DOUG D.

in
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6
' I
20
DRIONAL Uf1UTY UNES SUCH AS ELECTRIC.
~ CABLE. TELEPHONE. ETC. WILL 13E WMM THE UMITS
I
I
OF THE PAY AND THE PROPOSED FILL AND
_ L_
THERE WILL BE NO ADDTRONAL WERAND IMPACTS `
1
CORRUGATED AU.UMINUU PIPE
(CAP) 3 O 52'. 18• DIA.

AIL 3rlt a'o'L t H ?,.r?zA-rS}r r w(lr"w...? K S iii
PROPOSED 404 WETLAND
`
1 FILL 2.302 SF k'
I
404 UETL&W LM /

c, .
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PROPOSED F111. AREA (2,302 5F
404 Tfb7Ti1ND IlNE i 1 DaSTING 404 MMAND UNE
?- _ . IX15T1 G - -- 6---- EMSTING CONTOUR UNES
KOAD N / --9- PROPOSED CONTOUR UNES
l iD 12'??? -6' WM- PROPOSED V WATER WAN
-SS- PROPOSED SANITARY SEWER UNE/

- ?- - ra

r ''r EXISTING 404 YETL4ND LINE I i
CONFm mo 5131106 BY THE
! IISACOE i /
11 1

PLAN VEEW ° ROAD CROSSM AR FA vaG>ra SHEET 15 OF 17
404 WETLAND CROSSING - AREA G
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLANT/C Z 11111PON?f?1ENTAL CONSULTANTS, LLC
GRAPHIC „
SCALE 1 20' P.O. 90,r 3266, K/TTY IMH/f, N.C. 27.90
(25,2)261-7707, e mall Ioxdorman&?aol corn
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
X100

777

` y

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u" ROlRLCCU RGAD (CROSSING AREA UuHua
/

404 iEls7Z4ND LINE
VERr
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la,
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` 404 T/h97JT1YD Lfzva

CORRUGATED ALLUMINUM PIPE /
(CAP) 3 0 52'. 18' DIA.

/ PROPOSED 404 WETLAND
/ FlLL 1,308 SF ; 111STI G
DR

,
IEGEND:
tr \ \ PROPOSED FILL AREA (1.308 SF)
t ?1 \ EXISTING 404 WETLAND LINE
-6--- EXISTING CONTOUR LINES
NOTES ANY ADDITIONAL UTILITY LIVES SUCH AS ELECTRIC, •? .1 .? -9 PROPOSED CONTOUR LINES
CABLE, TELEPHON ETC. WILL BE WTIM THE LIMITS
TH
OF THE R/W AND
E PROPOSED FILL AND f \ -8' WM- PROPOSED W WATER MIAN
THERE WILL BE NO ADDITIONAL WETLAND IMPACTS

-SS- PROPOSED SANITARY SEYJER LINE
1
EXISTING 404 WL77AM LMT
CONFDWD 51,31108 BY THE

p paa
USACOE SACOE PLAN V ?W ? nEW ROAD CROSS M AREA aow
SHEET 16 OF 17
404 WETLAND CROSSING - AREA H
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA

9 ATL?INT/C ENy/I?O1j1#ENT?IL CONSULTANTS
LLC
GRAPHIC SCALE 1 20 ,
P.O. BO.r3266, ffITTYH,4fY1(, N.C. 279,0
252)261-7707, e snail noxdorman®aol com
DATE: 7/26/06 REVISED: 8/25/06 FILE: 06-015 DRAWN BY: DOUG D.
5
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BRIDGE SIDE VIEW
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N TS
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PROPOSED SOIL ROAD PROPOSED SOIL ROAD 18'

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PROPOSED BRIDGE
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BRIDGE PLAN VIEW
N TS
SHEET 17 OF 17
NATIONWIDE #14 FILL PERMIT - SECTION I
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
A UNNC ENY/1'ONXN- 7XZ CONSULRKS, LLC
GRAPHIC SCALE 1 NTS P.O. 90X 3266, f(/Tl 11,41K, N.C. 2790
[phone], email roxdorinan®aofcotn
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
11 Curve Radius Tangent Length Delta Chord Chord Bear.
600 0 600 1200 1800
SCALC 1' - 800'
Q MD8 2 6 PAGE 663 4111 ? L98
PIN / 7845-00-77-8942 l' L 61,91
L95
LESLEY L KERSEY. ET AL LIT 4 7i,
00 219 PACE 99 L92 \.
PC I SLIDE 1348 ??0
PIN / 7845-00-79-4027 130 7
L90
NOTE: FROM POINT 'Y TO POINT 7' THE L91
CENTERLINE OF THE CREEK IS THE PROPERTY LINE L89 Ak
BEARINGS & DISTANCES AS SHOWN HEREON ARE t84 c`j L6 w
FOR COMPUTATION OF AREA ONLY. L Lai - L87
A. 0
L7 Lob" L83
L7 T T AL, A
L77 K10 wo
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HaVZONTAL asrANCES L4 60
L4
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L41 n;12
Q? J90 W1J W90
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iP 384.12'
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SEE SHEET 2
0
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N: 654592.26'
E. 2743184.34
7270 12' MARKED-
1ICKORY FOUND
1
257.69 ACRES PHASE I
INSET '8' +705.93 ACRES REMAINING TRACT
SEE SHEET 2 963.620 ACRES TOTAL
(ACREAGE TOTAL EXCWSNE OF
LAucia DLANCI=D IIEIRS LOT)
MALACHI "CHARD HEIRS
PIN / 7845-00-J4-1451
PIN p' 7845-00-J4-5126
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54..84'
EDWARD C. OVERTON
OB 120 PAGE 21
PIN $ 7845-00-32-6900
Course Bearing Distance
A N 2173 07 E 293 49
9
C S 34_24 S.S
S 133.5 07 W 276.54
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E
F S 59 5ti 07
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GREENFIELD FARMS. LLC
PD TO PAGE 09
Oil 241 PACE 30
PIN 17845-00-64-0531
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a - CONCRETE' MONUMENT FOUNOSTq CNp ?? y 69 q2
O - SON PIN FOUND R S PCB B 7Y 7 30.0' N: 852129.57 5 S6 fi
o - LRON PLN SET 112" REDAR UTf 1jT R0 ?'tsg CSF:20.99997911 1257'9 DO 16 P GE 35 0.
CSF - COMBINED SCALE FACTOR OO qQ PB 1 PAGE 90
Course Bearing Distance
'
L1 N 67J953 W 232.98-
L2 N 0335 07 f 202.62.
L3 N 6774 53 W -i3'596
L4 S 24-05'07' W 203.94
L5 N 6871 T6 W 200.90
L6 N 695203 W 90.2
L7 N 2635 07 E 124.08
L 8 N 207453 W 12738'-
L9 N 13315-0'C 197.34
L 10 N 14-3,507 E 132.00
L II N 06 35 O7 E 188.76
L12 N 14'5453 IV 146.52
L13 N 445453 IV 120.12
04 =W54"-IF 2 9.88
L15 S 7720 67 W 110.22
L16 N 3774 53 W 124.74
L17 N 293953 W 149.02
08 N 6239 53 W 97.02
L 19 N 72 54 53 W 128.04
L20 N 2670 07 27 38
L2! OJY7307 737.78
22 N 3374'53'-W- 166.98

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L24 ,T N 3 W
N
N 35*05 .
66.00
L15 N 535453 W 9.G
L28 N 1074 5T W 126.06
L27 N 4230 05 E 200.77
L23 N 615419 E 198.35
L29 N 5873 45 E 101.88
L30 N 653505 E 14283
1,31 s 823124 E 106.28
02 N 560548 E 131.20
L33 N 3479J2 F_ 126.02
L34 N 177141 E 108.99
L35 N 145044 E 9855
L36 N 2278'00' E 88.15
L37 N 474316 f 87.43
08 N 570858 E 102.77
LJ9 N 457602 E 104.59
L40 N 487136 E }13.48
L41 N 17J026 E 119.94
1.42 N 070535 E 702.69
L43 N 150943 E 61.40
L44 N 864157 66.69
L45 S 857223 E 98.55
L46 N 832408 E 19322
L47 N 070758 E 3_5,00
L48 N 07'0758 E 111.22
L49 N 090743 W 10R10
L50 N 07'0346 W 106.30
L51 N 035328 W 9461
L52 N 15'4058 E 93.52
L53 N 130050 E 183.89
L54 N 19'40 57 W 86.82
L55 N 023020 W 79.15
L56 N 057014 E 76.45
L57 N 25.0715 £ 76.84
L58 N 31'4341 E 96-16
L59 N J4-55'18' E 100.65
L60 N J34600 E 707.81
L61 N 265804 E 110.03'-
L62 N 23-54'J8" E 103.03
L63 N 280332 E' 17236
L64 N 7141 I6 E 138.02
L65 N 085204 W 139.41
1,66 N 27-3.955' W 123.67
L67 N 337220 W 11544
LG8 N 42 57 09 W 137.15
L69 N 63'48'07' W 127.80
L70 N 694146 W 106-01-
L71 /J 6248 j4 W 101.26
L72 I T'65-2920 W -OS.31
L73 N 654157 E 15814
L74 N 610047 E 148.90
L75 N 440606 E 156.49
L76 N 510134 E 9719
L77 N 513538 E 94.15
L78 N 575401 F_ 162.99-
L79 N 717312 E 86.28
L80 N 79 SO 06 E 100 80
L61 N 73'J652- E 119 99
L82 N 58'4304 E 130.57
L 83 N 42 53- 03 £ 109.74
L84 N 48-167W9 'E 89.90
L85 N 562538 E 136.94
L86 N 120243 F 16566
L07 N 35770 E 73.88
L83 N 41 41 J9 E 93,44
L89 N 433225 E 69.96
L90
_
- N 777506 E 184.21
F9
I N 100945 E 14892
L92 N 270818 E 80.44
L93 N 4239 51 E 92.30
L94 N 37'4932 E 103-50
L95 N 395626 E 6.04
L96 N 544856 E 8636
L97 N 595405 E 175.24
L98 N 570215 E 10248
L99 N 524739 E 160.28
J
4 - ITE7ZANOS PIN I 7844-00-J7-6492 (
SEE
EJff
FOR BOUNDARY
\
A - SURVEY POINT NEITHER SET NOR FOUND
IT Or WAY LINE TAUABLE)
RlC
\
-- WETLANDS PHASE UNE 19THIN PHASE / RIWR50UND r
SEE PB 1 PC 86 NOTE
,17 O- SEILANDS' DATA POINT FLAG" WITHIN PHASE I RIVFRSOUND (T)P) 1. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT
(SEE SHEET 4 FOR SPECIFIC LOCAPONS) AND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE TITLE.
I, FRED C. HOWELL. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY 2. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCYS FLOOD
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
- INSURANCE. RATE.MAP_ (COMMUNITY?PANEL.NO-370301.0155. 0). EFFECTIVE. DATE-_
DEED DESCRIPTION' RECORDED IN DO '320"FIG 149-THAT THE BOUNDARIES 404 CERTIFICATION: JULY 3, 1985, A PART OF THIS PROPERTY FALLS WITHIN "ZONE A4", AREAS OF
NOT SURVEYED ARE PLOTTED FROM INFORMATION HEREON, THAT THE RATIO 'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS 100-YEAR FLOOD.
OF PRECISION AS CALCULATED IS 1: 10,000 + & THAT THIS PLAT WAS THE BOUNDRY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN 3. THIS PLAT DOES NOT PURPORT TO ADDRESS THE EXISTENCE, DETECTION OR
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNE MY ORIGINA
ATURE REGISTRATION NUMBER AND SEAL THIS ` -DAY WATER ACT FOR PHASE I OF 'RIVERSOUND'. AS DETERMINED BY THE
OTHER AREAS OF JURISDICTION MAY DE
UNDERSIGNED ON THIS DATE DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR ANY ENVIRONMENTAL
PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN.
W-
OF A.D.. 2004 .
U
L
SS THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER
4
'
q N
E
PRESENT ON THIS SITE BUT HAVE NOT BEEN DELINEATED. .
ND THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS
S PL
T
0
?
Q ,,.... ?•,,
!. ?N - THERE IS A CHANGE IN THE LAW OR OUR PUBUSHED REGULATIONS.

04 JURI
THIS
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O DATE OF THI
A
A
t
O? ?0* F OM THIS
OATE
YEARS
EXCEED fNE
R?OD
OT TO ALL ACREAGE FIGURES WERE COMPUTED BY COORDINATES.
5
VEYOR LICENSE NUMBER L-1483 Q
SUR
j UPON
FO
A PE .
UMBERS 7845-00-47-4097
G
I

SEAL THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF .
6. THIS IS A RESURVEY OF
P
N N
THIS PLAT IS OF A SURVEY OF AN = l
' -
L 1483 i ENGINEER WETLAND DE N
TIMAN UAL" 78 45-00-35-8443. & 7845-00-14-6463.
THIS PLAT DEPICTS THE WETLANDS IN PHASE I OF "RIVERSOUND". THE TOTAL
7
EXISTING PARC0. OR P 0.S OF LAND. e t
NA .
TRACT (INCLUDING PHASE 1) IS 963.62 ACRES.. AND PHASE I IS 257.69 ACRES.
ti U?'?`,v:
0 TITLE WETLANDS IN PHASE I OF "RNERSOUNO' CONT/JNS APPROXIMATLY 133.01 ACRES
SEE'SHEETS' 3 & 4.
D: FOR WETLANDS DELINEATION BEARINGS-AND DISTANCES
T VEYOR LICENSE NUMBER L-1483
C'
1,1
S DATE
,
? 1
COW BY DA 1£ REVISION:: WERLANDSOUNDARYSURVEYPLAT

FcF/ 11/17 2005 ADDED 7 MEAN SEA LEVEL DATA

' ON PHASE/OF RIVERSOUND'

TENNESSEE LAND SURVEYING CO.
0511912006 02 02 2006 MEAN SEA LEVEL DATA
Ripwow 7 OFTHEPROPERTYOF

BY
DR
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02 02
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?EH 1 OF 4 .
04 13 00s ADD I1E'TLANDS PHASE CALLS AND L L C
wA TERFRONT GROUP NC
SCALE.• ?OB NO. N07ERENSIO S
' ,
YFOP/?Lf TOVYNSH/P SMITHVILLE, TN 37166 FAX: [phone]
' OS 76/7006 LOCATIONS
ADD "DATA POINT FLAG

1
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050011
10511912006
ADDED 47H SHEET (INSETS 'A a)
CHOWAN COUNTY, NORTH CAROLINA E 115.88
N 4735
30
L100
INSET 'A' SCALE 1" = 200'

wl W1385
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W1384
W1397 W1380
W1379
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WATERFRONT GRDUPNC
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615-597-4091
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,
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= 200 050011 05/19/2006 ADD£O 47H SH££r AvsvS :1 a- 20 CHOWAN COUNTY, NORTH CAROL/NA
WETLANDS DELINATION LINE
TABLE
Course Bearing
wl N 19'0042 E
Dlltonc.
51.98
Coons I B^ori^9
Dlalanca Couna
Oco7in 9
Dbloncs
CnunO
Baoring
Dlato...
N 041314 W
t�J
WI58
80157
N 74.4049 w
N 517209 W
_V61 -2
7281
281
Coura4
Bearin9
Dlatmcs
Coons
DeoAn 9
OlnlaOcs
W}
N 183509 E
27.75
WI SB
N 062132 W
25.05
37.59
N 715030 W
20:3
W4G7
N 5047 iu E
80621
Yg:z2
N 564956 E
776
S 515054 W
2'1
ws
WS
N 14'.;019 w
1 ,0-46
WI59
1'1087906
8031
73.90 WJI!
N E•_25229 W
N 7z9 J5 W
72.13
w4FB
N O1R7 4 E
21_59
YI623
5 41244) E
N 73'71'25 E
7316
2406
4.08
77
S 4871 5�W
'16.30
806
N 72'4926 W
N 1000 72
37.38
w160
N 072031 E
19.03 W)15
N 120231 E
15.91
19.(50
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N w
27_32
80624
N 012'58
44.25
28.71
d
N 78'1727780
74.33
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N 181380 W
79.75
3 .20
80161
WI62
N 31_31 0
N Z "4174
17.21
80316
N U)�0 W
IU_5p
WI 70
80471
5735
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N 893332 W
10.52
29.21
80625
W626
54'4411 E
26.28
Y[J79
W/BO
N 11'5 37780
N 2421 76 C
38.92
27.27
WA
w9
N 4 8134 W
077731
76.90
WI6}
N 111614 W
23.60 W}I7
15.52 W)IB
N 512807,rE
$ 79"4125
2�...�''6
80'472 N f.0U124 W
15,31
80627
N W"56EE SJ
N 04 021 1V
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2108
0
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N
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w16
N 713055 W
2}.I8
80319
27 5
WT3
N 659 �b`�W
W6�0
06734'037
2506
24.4-
W7P2
144 718'16 E
721
62 `2 �,
± •665
6
6 25 W
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12.17
1
8017
8047
N 7 370 W
N ' 516
4440
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52931 E
26.61
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171175 Js
74.65
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44 W
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f BYZ5 IIS W
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74.63
WIGS
N 181611 W
3.51
21.76
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23
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$ 743112 E
26.79
17.7E
80377
W
N 096557 W
17.9
W'83f
W6J2
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N 611234 W
30.01
31.08
WIB7
N JIRD W
N 527679
YA
S 76'4915 W
49,16
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WI69
80170
N 23820 E
N 1651
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5 8634 51 E
7255
78
80179
4_S';H 33 E
N 7J1J 55 E_
31.91
W }J
N 185844 E
21.0 8
W
N 875115 w
26.9
26-47
WI6
N 057558 E
77.09
WI71
52
S 874303 E
1.15
19.76
WJ25
4470 ]3 F
18.50
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19.15
30.05
w63{
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N 7-42 JB
N 45'57 55
37 J1
w7n9
N 5205 JiSW
Si7_7
8077
W19
N 871057 3 .%
422452 E
80172
N 79�J 07 E
24.55
80328
W327
$ 605014 E
S SV5 J7 E
23_76
17.60
W4f)I
S 75121♦ E
29.62
WtiJ6
N 38'4823 E
29.11
78.27
80790
80791
N 532440 W
N 232718
4095
8019
N 37'4)04
2
25.04
7
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N 720626
24.6h W32tl
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W/tl
7.50 80483
N HAIti SJ E
S 718647
22.09
80637
N 44'4104 E
31.3
Yl192
W
N 71.5 E-
77.58
74.10
1420
N 151 55 E
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20.8
M774
YA 75
N 8 3844 E
N 11tl 13 W
1 ltl
17.Gfi
80329
803.70
$ 7d' S}9
--+1T
14,34
w161
E
S btl2o 4)
22.X3
12.04
80639
80637
N 347926 E
N 45'4405
24.71
80)93
N 342749 W
32.51
8021
8022
N 20191 W
1..02
80178
JO 2 52 W
0.27
WJ31
$ 191414 E
26.71
WINS
S P26J 05 C
11.30
W640
E
N 353648 E
3277
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S 7711 J9 W
JJ.6♦
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5771633 W
S 57'1815 W
1 .�
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N 04'1907 W
1.29
W,f32
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5 1155'56 E
15.31
7.44
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N 53'16 J7 E
15'77
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N 301406 E
27.16
73.41
7$
80796
5 B7'4W
5
N 59'9538 W
27.48
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$ 5tl3537 W
35.47
35.1.3
WI 78
80179
N 345222
N 01'41 3U
1 .97
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S 051921 W
19_51
80
W4(i8
N X2411 E
N 73_2232 E
71.48
11.80
80642
N 387303 E
37.68
80 9
4536 W
N
20.03
43.80
8025
S 6711 l5 W
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WItlO
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N 391948
24.3.
1
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WS.7.
S 30381 W
10.91
W4139
$ 55_7905 E
M41
N 55'3558 E
52'859
17.95
V g6
N 667,614 W
13.01
8026
8027
$ 754212 W
N 292732
38.29
WIHI
N 605350 E
56.99
Vf3.S6
$ 72•N 130 E
$ 051322 E
18.17
29_79
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18.tl19
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30.22
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N 0747 23
41.50
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1 .59
21.77
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WI83
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3,76
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$ 1'4655 E
18.12
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21.67
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21.46
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20.06
47.51
8029
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37.57
N_181
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$ 349905
19.61
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30.22
35.77
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29.59
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43.65
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40.49
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19.40
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75.5.1
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76.38
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22.51
80'1103
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34,72
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3 ,37
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$ 51'1 51
29.04
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221T
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S 44'Otl 17 E
28.91
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29.67
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80490
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10,92
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23.26
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27.98
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7635
WI94
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25.80
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29.79
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24.55
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5 722744 E
$ 335446
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2.41
W352
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27.19
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21.55
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40.48
75.59
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29.54
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30,18
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16.52
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31.65
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17.15
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30.08
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65.5
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14.10
80406
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20.27
15.44
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52.56
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80112
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27.2(7
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41.60
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80261
$401601 E
21.04
W416
S 69'1939 E
27.22
80571
N 3375 W
N 14'3214
2819
80725
S 25'40 34 W
27.72
w8
5 4303 30 E
83.Jtl
WIOB
N 171811 W
N 49712{
2226
19.21
80262
$ 8{3509 E
26.16
80417
S 647551 E
76_09
80572
W
N 614313 W
75.72
19.09
W726
47727
S 730"1 ttl W
S S2v1
1353
WH0
N 614516 E
56.71
WI09
$ 1 1557 w
--15 4-'P--
WI63
80154
N X87149
S 702107
27.x3
W41A
N 131605 E
22.26
8057}
S 826916 W
19_.(19
807281.
24 W
S 7µ3S SN W
14.32
27.46
801162
801413
N SZ7 S9 W
71.24
will
40,61
80265
$ 723712 E
2..82
18.83-
80417
80470
N 491554 E
17.01
8051
N-3J5N33W
73.07
80729
17'11 W
29-2-7-808114
49'4408 W
N 60'45 U0 W
44.45
47.75
WI11
S 6377 is W
20,71
65
S 833506 E
25.41 W4ZI
N 4174 I2 E
N 121028
6.35
20.39
w575
80576
N 453002 W
32.00
W130
S 631637 W
25.51
Wt1PS
N 367232 W
20.19
WI11
W114
N 635 W
22]2
W267
S 41460 E
24.79
80422
N Ol'N J9 E
20.48
W577
333(136 E
S 075501 E
2250
W731
N 752412 W
17.2E
8011116
N 03'12 T8 E
0,66
Wllq
N 10561tl W
16
N 11'4555 E
17.15
31.15
66
W2G9
N 60'0815 E
N 86691)
21.00
W42}
N 9
40.14
WS78
S 02$3UT E
20.92
31.06
w/JZ
W731
S 006004 E
S 15'S40N W
16.5tl
21.69
wtl67
Mao
N 76 2'52 W
33.7tl
WIl
N YOy4 W
45.50
80270
E
N 79381 E
21.07
33_2
W424
79-11
S 7911 U2 E
2219
ws 19
�W560
S 751351 E
26.59
80734
S 121215 W
26.01
vmtie
N 151426 E
N 314858 E
49.21
4016
40-1-7-4i;
N 481 4b W
47.6
W2I1
N 2336 41 E
26.98
80425
W425
S 661351 E
S 491)5 O E
18.46
0.09
wSBI
$ 082115_
]
?0_92
Vg7S
5 F9•�S`2a W
2_1.7_4
806 0
N 4071'59 E
38.72
49.0
17
WI18
S U5.0 W
N 3'12 JJ9
JI.BJ
W 72
N 40216
31.78
W477
5 465621 E
20.61
80582
N 6834 W
N 767 57 W
10.62
711.94
W136
7J
S 34`1 i 5o W
20
Ztl.9
W8
N mV601 E
3ri.6
w119
W
N 162014 W
30,18
20:%6
W273
80271
N 7950 31 E
N 053215 E
25.03
80420
S 81'01 15 E
25.91
W583
N 3i;6 �3 W
28.26
M7
S 5r15J W
S 69'42 )7 W
2221
14.50
WV72
wV9}
S X070 15 E
N 46'41 E
27.1
V1170
N 11'3212 W
7S
N 34'0 52 E
51.22
37.32
W4Y9
80130
S 761918
31.21
�fl4
N 6055'00 W
23_25
80733
$'706708 W
25.01
w0.4
N OJLi 05 w
50.04
26.25
wt21
T] 0'oB E
_03
25,119
80178
$852239 W
19.80
80131
H x,11 S6 E
N 715028 E
20.06
30.1
wS65
S 81',3 73 W
11.19
W740
5 48711.2 W
-
TJ.22
w635
H 0]36 J1 E
35.85
WIT2
8012]
43R1µ f
N 453915
p.4G
W277
N 760953 W
18.87
W432
N 51781 E
2952
W58B
W387
S 1tl'48 J7 E
S 351544 W
76.70
17.3
80)41
80)12
S 54171 W
25.70
801198
N 877740 E
47.95
80174
W
N tlJU12} W
11.70
336
W27B
WT 79
H 0919 4U
2295
80433
S BT19 3B
13.13
WS68
S 216- ti SSW
19.r,5
w743
S 325716 W
$ 551252 W
31.6
27.4
Vm97
W!)9tl
N 271301 E
N
57.01
WI25
S 65'4440 W
4J.�
117780
N 29'N 59 W
N SDYJ 27 W
1296
W4J4
5 673215 E
20.14
W',U9
N 7730'16 W
17.66
W744
S 52'0353 W
25.54
NtiY9
47.1tl57
N 131'45'0 4 E
3095
48.04
WI26
772919
39.86
W281
-NO3-i6'-'-AE
10.97
11.08
80135
180SG
H 49'4854 W
N 521333 W
4.73
15.40
80570
W591
S 0551'311 W
71'1421
11U10
_W745 _S
6533 S4 W
-356
'16.22
w900
S 76'1 4J E
53,14
W117
WI2B
N 23'3510 W
N 082911
36.56
W2tl2
N 113{56 W
10.09
8043
N 731450 W
18.51
WS'J2
$ E
S 311230 W
18.96
16.73
W146
80747
S 6 NI W
$ 59'1219
36.36
27.29
W�o1
N X52332 F,
41.81
WIT9
W
N 2]'3104
JI�O
4(1.7(1
80103
80161
N 173612 E
O566µ W
15.37
W1JH
N x140 J9 W
24,76
W59J
H 80-26'54 W
25.(6
W74H
W
N 871306 W
30.84"801103
Wipe
N 548516 E
N %52414 E
19.06
WIJU
015457
J7, 0
W2B5
N 173913 W
15.80
15.52
W439
W440
N 81'4249 W
N 88'4115 W
19.8
10.99
80591
W;vS
N 4311048 VI
9.50
V1749
`11750
N 40240tl W
35..16
Wd 4
S BG�Sr23 E
16.65
ZO.W
M3f
W132
N 01'4852 E
N -()61)7-.-7-W-
34.1
80286
S 622840 W
7.85
W441
N 702556 W
}7.70
596
S 558921 W
S 623509 W
17.41
25.79
80751
14 451756 w
N 178440 W
27.67
WYS
5 00'53 U6 E
19.40
WISS
147336
1787
J0. 9
80297
WltlB
S 51'4841 W
S 78'4346
12.15
80442
N 31'5102 W
J4. 8
80597
S 76'4052 W
14.40
80752
N 751413 W
1).94
33.93
W'906
W96
S 764474 E
$ 833570 E
63 _94
Wt 34
N 575115 E
19.2
IY2B9
E
5 122102 W
17.17
11.0
8041}
80444
N 27'4 ZI W
N 076515 W
26.71
17.15
80_;99
'17
S 791536 W
S
21.4
W753
N 575}�1 W
10.72
WJB
$ 85'4141 E
30.59
25,15
wl 35
W136
!6'22 32
89211
4 69
X90
S 7856 01 W
11.90
WY
N 171940 W
23`75
µGW
H9*3900 W
S 09'30 32 E
18.91
23.5
80154
80155
508'36 J� W
N 6061 50 W
J(S.}t
4273
YNG9
80910
N 138123 W
p.94
WI]7
N 7tl'SS 22 E
70.0.9
7/192
58'4713 W
N 2676 J8 E
16.95
W446
N 20'M 45 W
76.]8
Wbol --N-)-k-2126-Yr-
S 783236 W
ye.7-''-
80755
N (10'4956 W
79-28
S 892034
371.68
W1JB
N 73 '40 E
19.99
w293
N 8436 57rW
11.82
B.JS
80447
W448
N 756 b4 W
16.54
02
28.47
80757
N 1731 W
12.47
W1J9
644440
27.5
80294
S 101775 W
11.02
80449
N 4,33 06 W
N 40RS W
14.1
15.76
O3
01
S 713N 7B W
26.26
W75H
N WJS 19 W
21.76
80140
WWI
N SU22M E
707718
7.50
80295
802
$ 712205 W
22.35
80450
N Sf 4115 W
1231
WGOS
N X756'01 w
S 607438 w
25.90
76.45
W7S9
W760
45_3775 E
N 7b'2 -r21 E
35.N
30_03
/2
N 6757IS W
17.5
1_27
8
80297
N tlS572I W
N 7212 Jl W
.p4
18.78
804
W452
N 613700 W
N 2701 07 W
1455
17.30
GD6
07
S N21458 W
7971 52
27.84
80761
80122
1I4tl 20 E
17.W
/4411111 1E7E7,''
�N CARP
YOIJ
80744
55'32 51 W
N 25'4 40 W
31.20
16.(j2
80298
Yi199
N 37'41'09 W
N 203
1277
80453
N 617615 W
18.12
0
W
$ 81'4tl 22 W
23.74
46.44
80763
N 44'3301 E
N 301907 E
}o.a3
23.74
��`Q;:'' � -�'• �7
8011
022647 E
Itl.
W3W
OS
N BS'45 J6
=1.14
15.3n'
WI54
80/55
N 681556
H
x3.08
wti09
S 581931 W
16.63
W7B4
N OS3909 E
T4.08
` OFESStp�•;!Ji
a;?
WI48
N 053318
33.79
80301
N 501617 E
11.17
80456
6961 59 W
N
21.50
10
S 750908 W
15.21
8076
N 525644
27.15
WI4
N I1V506 E
27_67
W70T
N TJ149 W
10,31
80457
33'4006 W
N 127505 E
27.06
25.N
W611
�12
5 65_34 SI W
S BWO1B
25.06
21.80
80766
N 37'3777 E
24.22
- Si.
W149
80149
80150
N 511258 E
N 522} 79 E
N 765112 E
21.16
28.67
15,42
W30J
WJ04
WSOS
N 374375 E
N 1955 0 W
9,62
11.1
W458
80459
N 045 /J E
N 1618 14 E
17,46
23.11
- I]
14
W
N N83553 W
S 672Z yaw
24.72
31.10
80767
80748
80789
N 575914
N 31050 E
N 55'5937 E
19.85
23.58
26.7]
{ `.14
j '
WI51
N 85450
70.4!
80706
N 10'04608 W
N 277522 W
13.59
18.16
80460
W461
N 621049 E
S 0318 Z8
29.14_IS
78.11
15
S 66'50'1380
S 2 -to W
75.09
34.11
W770
80771
N 833613 W
58-11'1
8.68
29.11
' gVRH�.•'
80152
WI
N 6411 55 E
N85'23'33 W
27.Utl
J7.4Y
80307
47300
N 39_1717 W
N
5.B
W462
N b9R 16
25.84
-17
N 91916 W
24.19
W772
$ W
S 691{ 27780
15_46
i � C •�-{Q;,`�
�
wl54'
W'IS
'S' 853i3'2{rTY
tl42 1B W
79.03
4.ti9
WJ09
W}10
201725 W
7573'06 -' W
402944
11.4
13.80
18.06
W483
8046♦
WIGS
N 761734
$ 1929 26 W
S 50105 E
71.2
20.04
39.81
7B
80519
�20
N 531753 W
N 5N'16 27 W
N 0512'19 W
35.05
21.78
2271
W77y
80774
80775
S 2727.6 W
$ 542751 W
S JB3B 03 W
-21.72'rr
26.34
23,29
It
✓
COMP Or
DAX
REVi5'0'VS
BOUNDARYSUR!/EYPLAT
11 1712005 ADDED 7' MEAN SEA L£VEZ DATA
FCH
05/19/2006O?
OFTHEPROPERTYOF
TENNESSEE
LAND
SURVEYING
C O .
02 2006 REMOVE 7' MEAN SEA LEI2Z. DATA
OR. DY
SHEET.•
ADD 13E7CANDS
OEC/NE-A710N FOR
INTERNATIONAL PAPER REAL TY CORP,
PHASE I'
R/V£RSOUND'
1
s 4
FOR
140 HIGHLAND
AVE
PHONE:
615-597-40£35
OT 02 2006 ADD SI/EET
04 1J zoos ADD wf7cANDs PHA cads AND
WATERFROW
GROUP
AV
LLC
SCALE.•X103
NO.
IVOX
'?Fvvtwz
1'> 500'
0511612006
ADD
-DATA
PO/NTfL90'L0C47/aVS
YEOP/M
TOWNSH/P
SMITHVILLE,
TN 37166
FAX:
615-597-4091
050011
CHOMAN COUNTY,
NORTH CAROL/NA
0511912006 ADDED 47H SHEET (/NSE7S A' & 27)

WETLANDS DELINATION
LINE TABLE
WETLANDS
PHASE LINE
TABLE
Coosa 84alnq Ol.t--
14
PT S 89'3232
5 61.37?2 E 966.51
866,05
P3
P4 S 71'!2'.18 W
21_42 JL W 820
77,10
5
116
- 521'42'38 W
S 21'42 311 W {7,65
226
pi S 23001 W 9 . 5
re s 7CT 4; w 403.16
P9
PIO S 15362110 W
S 0461 W 110.3
343.5
PI

P72 5 Oti7
G Il W
5 06'4611 W
96.25
F.97,4
P13 5 06_46 t1 W 13.95
P14 S 08'46 I1 W 615,
YIS 5 72U55i W 94.56
P17 S UGV611 W 12756
P1 6 560222/1 E 14628
P19 06'46 11 23.46
P20 N 06'4ti 11 E 9251
r21 N ti6'4e It 54.03
P22 N 08'3330 W 94.5
YT3 N 06'451 E 96. OS
P24 N OG-,4 75 E 70 98
P2
117 06'46'7
N 06'4611 E 861_58
128.61
P21 N OG'4611 E 3,9.4
P28 N IS-326- E 8295
P29 N 241 T41
4U3.1
PM N 23U01 E 102
P]I N 21'4238 E 197.18
P32 N 1'47313- E 244.1
P33 N 21'42 J8 E 1515.1
P34 N I n544- F 13.1
J N 16'4 51 E 30.43
PM N D 546 F 53.5
P37 N 0w 716 E 39.16
!'J9 N 0132 04 W 9266
P39
P40 N 53'5534
N 721240 E 439.3
340.
P41 N 16?,?ri Ot W 665.24
P42
P41 N 323153 W
N BIV3S-W E 625.75
1149.35
P44
P45 5 46 43
N 875339 E 17716
453.73
46 y0?412 E N5.3J
14 N 1033 5N W 876.
46 N 18"4 49 6026
WETLANDS
COUP BY DATE
FCH 0511912006
OR. 6Y SHEET.-
JEH 4 OF 4
SCALE: ?OB NO.
/' = 600' 050011
'DATA POINT FLAG'
TABLE
(see line tables for bearings and distances
defining locations of flags located in this table)
FLAG Northing Easting Line Table Intersectlon
NA-56 860468.374 2743260.930 W931 - W932
NG-17 858907.479 2742030.004 W785 - W786
WCC-17 859987.082 2743602.609 W915 - W916
ND-6 857392.363 2743341.839 286 - W1287
QA-6 861569,377 2744339.75 W994 - W995
WBB-21 859614.904 2743331.863 15'884 - W885
C-7 855688.978 2742554.563 WG - W7
KR
=!?
856072481
2742367.921
W75 - W76
R
K -17 857100.698 2742777.020 W388 - W389
K8-96 857868.635 2741991.522 W471 - W472
REVISIONS BOUNDARYSURVEYPLA T
7' MEAN SEA LEt2Z DATA
REF. TIE
TABLE
Come 0awing Wane
1 441. Oft 9.46'
1
T N7i'231
7906 25.3
18.00
74 N 73'36'52' E 49.5
-
TS 42,3951 41.5
Tfi N 3]4-932 .6
N 2765 U3 44.80
T N 6415 3
7
1 ,99
9
1.9 N 647531 E 55.36
"0
1 S 6759 'OS E
S :?vu6 68.3
3%,9
T12 S 541416 E 53.16
113 S 54]46 14.6
1?
1.15 S 130501 E
5 ?2V001 11.1
165.69
1.6 5 54122E 407.04
1.17
18 N 91335 W
N 41 TJ84 r 214,50
622
BOUNDRY LINE
TABLE
Course Dewing Distance
L IM N 3979 48 E 176.22
110 N 3473 03 E 113.01
1.10 N 270303 £ 213.66
L 104 N 26 36 15 E 65.67
L105 N 163945 E 80,67
L 106 N 5633 46 E 145.73
L107 N 6475'31' E 132.21
1.108 N 7277 02 E 55.92
L109 S 693151 E 111.27
1.110 S 7735'01 E 133.25
L111 S 57 59 O5 E 155.24
L112 S 15 35 4 f 226.36
1.113 S 03'35'42" E 51.83
L114 S 547416 £ 200.90
L 115 S 6339 59 f 78.56
L 116 S 5333 43 E 59.18
L117 S 4800 30 E 171.52
L 118 S 68'54'32'-E- 69.95
L119 S 694601 E 4525
L120 S 0827103' E 83142'
L121 S 130501 E 71.34' 1
L122 S 22023 W 42.60
L123 S 353104 f 164.78
L124 N 264053 E 11072
L 125 N W-20 E -7-1-77"-
L128 N 65'01'45' £ 2J 20
L 127 N 8756 08 E 22236
L128 S 574603 f 96.82
1.129 S2 779 19 E 55 48
L130 S 395148 E 80.01
1.131 S 73,55,01- 27.43-
L112 S 493203 E 161.00
L 133 S &1X060 E 257.71
L134 S 320941E 12382
1. 135 S 430712 E 29.96
LIM S 324917 E 107,93
037 S 5775 48 E 267157
1.138 S 8974 '37E 16119
L 139 N 68 J2 44 E 66.22
L140 N 745717 E 65.84
L 141 S 8575 21 E 76.68
L 142 N 6555 '08E 141.92
L 143 S 6077 46 f -Y6-.-6
L 144 S 8776 27 E 106.61
L 145 N 83 46 27 E 76.44
L 146 N 8676 42 E 68.93
L147 S 080824 E 192.00
L148 S 06V724- E 398.90
L 149 S 145724 E 292.40
L 150 S 0158 24 E 189.90'
L151 S 0653 24 E 37.80
L 152 S 0235 24 E" 550.24
L153 S 0043 '03W 209.18
L154 S 01'1043 E 62.23
L155 S 107405 E 222.42
L156 N 695222 E 26000
1.757 N 145420 409,86
L 158 N 87'35'00- E 209.20
L1.59_ M 7
,.,111,1,1••••.
`'qN C14Rp ,'o
'OQ oFESS1???y .
SEAL
5/Ly
REMOVE7',V4EX11SEALE1n DATA OFTHEPROPERTYOF TENNESSEE LAND SURVEYING CO.
& ADD 6£77-ANOS DEUNEAnON FOR /NTERNAT/ONAL PAPER REALTYCORP.
PRASE 'l'
RivERSDONO- FOR
ADD SN£ETz2 & ®3 140 HIGHLAND AVE PHONE: [phone]
ADD AFIZANDS PHASE CA115 AND WATERFRONT GROUP NC, L L C
ffox R R-,"RONIS,
ADD IVATAPaNTRAG' LOCAnONS YEOPW TOWNSHIP SMITHVILLE, TN 37166 FAX: [phone]
ADDED 4 n! SH£fr (INSETS :4' & 0) CHOWAN COUNTY, NORTH CAROLINA
W AT ?AQG
6
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 15, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Cert. # 7006 0100 0000 8384 4289
Doug Dorman
Atlantic Environmental Consultants, LLC
P.O. Box 3266
Kitty Hawk, NC 27949
Subject Property: Riversound Development
Off NCSR 1100, Chowan County
REQUEST FOR MORE INFORMATION
Dear Mr. Dorman:
DWQ Project # 2006-1245
Chowan County
D
AEG ? ? X006
DENR ?D STQR` nAZER? 3:CN
wE?"??DS At
On August 7, 2006, the Division of Water Quality (DWQ) received your application dated August 1, 2006 to
impact 0.36 acres of wetlands and 0 feet of streams to construct the proposed development roadways. The
DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A NCAC
2H .0506 and will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Impact Justification (Avoidance and Minimization)
Under Section VII of your application you did not provide a "justification" for the impacts as requested
within this section. Application should show justification for installation of cross pipes in permitted
areas.
2. Application should demonstrate avoidance and minimization. Cross pipes installed in permitted areas,
up to 48 inches in diameter, shall be buried 20% below streambed elevation. Pipes 48 inches or greater
in diameter shall be buried 1 foot below stream bed elevation to allow for aquatic passage during low
flow conditions. Plan drawings should detail pipe burial with a cross section drawing and related
elevations. It should be demonstrated that pipe placement does not result in aggradation, degradation,
or significant changes in hydrology of wetlands or streambeds or banks adjacent to or upstream and
down stream of structure.
North Carolina Division of Water Quality Internet: www,ncwaterquality.org
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Awwrally
3. Application should provide information on slope of fill at stream and wetland crossings. Methods of
stabilization of fill slopes, such as seeding and mulching, should also be included.
4. Application should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey Map
with property boundaries outlined.
5. Under Section VI of your application temporary and permanent stream impacts should be accounted for
along with cumulative impacts to all streams on site. It is necessary that a stream determination be
made at sites A, C, E, H, and D to properly identify streams in these areas.
6. Please provide the 25% additional information fee associated with the Express 401 Permitting Program
of $250.00 by check made payable to "NC DENR".
The above requested information must be received in this Office prior to August 29, 2006 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this Office at the Letterhead address.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ.
Please call Roberto Scheller at 252-948-3940 if you have any questions regarding or would like to set up a meeting to
discuss this matter.
incerely,
A- L- L
AI Hodge/Supervisor
Division of Water Quality
Washington Regional Office
cc: Cyndi Karoly, DWQ Central Office
File Copy
Filename:
wArF9
a
o ?
August 7, 2006
Please return check # 1695 to:
Doug Dorman
Atlantic Environmental Consultants LLC
PO Box 3266
Kitty Hawk, North Carolina 27949
Doug
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
This is for the Riversound project. Please contact Lyn Hardison at [phone]
should you have any questions.
Laurie Dennison
Administrative Assistant
DENR - DWQ
Wetlands/401 Unit
2321 Crabtree Blvd
Raleigh, NC 27604
Enclosure: Check #1695 for $200
cc: File copy + check copy
N?oy,?` Carolina
?vaturallU
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
-.
USACE Action ID No. DWQ No. O h -- 1'A ? S
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCMW) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information - I IM 17
1?_l i] L;
1. Owner/Applicant Information "`? C 0 'L006
Name: The Waterfront Group
Mailing Address: c/o Elliott Harwell
17505 West Catawba Avenue VV_EJUai Fd.J STU;Z r? %T E: +t BU,'CH
Suite 350
Comelius, NC 28031
Telephone Number: see agent info. Fax Number: see agent info.
E-mail Address: see agent info.
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached
if the Agent has signatory authority for the owner/applicant.)
Name: Roxanne D. Dorman
Company Affiliation: Atlantic Environmental Consultants, LLC
Mailing Address: P.O. Box 3266
Kitty Hawk, NC 27949
Telephone Number: 252-261-7707 Fax Number: 252-261-2965
E-mail Address: RoxDormannaol.com
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I 1 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: AEC 1106-015A
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN) #7845-00-47-4097 #7845-00-35-8443 &
#7845-14-6463
4. Location
County:_ _Chowan County Nearest Town: Edenton
Subdivision name (include phase/lot number): Riversound Subdivision Phase I
Directions to site (include road numbers, landmarks, etc. Heading south on Hwy 17/37 from
Elizabeth City take a left on Haut hton Road (Hwy 37) then a right on Dnimmonds Point Road (SRI 100)
subiect tract is located approximately three miles down Dnimmonds Point Road (SRI 100) on the left side of
SRI 100. The west side of the site is bordered by Middleton Creek, the eastern and southem sides of
the site are bordered by privately owned parcels (residential and farmland) and the north side by the
Yeopim River.
5. Site coordinates, if available (UTM or Lat/Long): 3604'36"N 7629'02"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Subiect tract is currently undeveloped forested land previously used for silviculture purposes.
There is an existing dirt road (logging road) with existing dilapidated culverts.
7. Property size (acres):
963.62 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Yeopim River
9. River Basin: Pasquotank River Basin
Page 2 of 8
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Fill in Section "404" wetlands to prepare the
site for subdivision road construction, replacing existing dilapidated and nonfunctioning
culverts (previously constructed for a logging road) with upgraded culverts and one new road
crossing that does not exist at this time.
11. List the type of equipment to be used to construct the project: Dump truck, frontend
loader
12. Describe the land use in the vicinity of this project: Residential and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A wetland delineation was completed for the subiect tract and approved by USACOE, Tracey
Wheeler June 6, however, no Action ID number available at this time. A grubbing and clearing
permit was issued to the Waterfront Group obtained March 31", 2006 for 4.5 acres of
disturbance.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
Future permits anticipated for the subdivision: Stormwater Permit, CANIA Major Pen-nit,
Sedimentation Erosion Control, 401 Certification. This project will go through the Fast Tract
therefore applications will be in the state office at the same time or prior to this application
request.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 8
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (es/no) (linear feet)
A Wetland fill 0.01 ac. yes 955+ feet from Forested Wetland
Middleton Creek
B Wetland fill 0.03 ac. yes 1,220+ feet from Forested Wetland
Yeopim River
D Wetland fill 0.06 ac. yes 3,492+ feet from
Ycopim River Forested Wetland
F Wetland fill 0.03 ac. yes 2.703+ feet from
Ycopim Rivcr Forested Wetland
G Wetland fill 0.05 ac. yes 548+ feet from Forested Wetland
Ycopim River
H Wetland fill 0.03 ac. yes 1,494+ feet from
Ycopim Rivcr Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local Floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.p-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 134 acres
Total area of wetland impact proposed: 0.36 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(please secif

C Culvert and assoc.
rip rap darn 72 Tributary of Middleton
Creek ,
140
intermittent

E Culvert and assoc.
rip rap dam 30, Tributary of Middleton
Creek ,
65
intermittent

Page 4 of 8
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.usas.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.ma12quest. coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: no strewn impacts
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if applicable) Name Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

i i i i i
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application. N/A
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impact was limited to a total of 0.36 acre to stav within the General Permit. Wetland fill
proposed is necessary to upgrade existing culverts, excluding one new crossing (G), by replacing the existing
nonfunctioning culverts with new and improved culverts. The existing dirt road was constructed in the early 40's
Page 5 of 8
for silviculture purposes and existing culverts have failed. The replacement and fill is necessary to construct a
subdivision road according to state and coup requirements.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order for
USACE or DWQ to consider the application complete for processing. Any application lacking a required
mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also
choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for
Stream Work in North Carolina, available at littp:Hli2o.enr.state.nc.us/ncwetIands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation proposed for this project is a conservation easement to preserve the remaining wetlands within
Riversound Phase 1, excluding easements to the shoreline and a 20 foot buffer from the wetland alignment to
allow the property owner to only clear and maintain vegetation. A copy of this application package will be
submitted to NCEEP as well for the approval letter to accept responsibility for the conservation easement.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
- you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://1,20.enr.statc.nc.tis/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 6 of 8
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local
buffers associated with the project. The applicant must also provide justification for these impacts in Section VII
above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan.
All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the
DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's
discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 213
.0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other
(please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required
calculate the required amount of mitigation by applying the buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
Page 7 of 8
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B.0242 or.0260.
No buffer mitigation required for this project since disturbance/fill is not within the buffer.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surfaces are not proposed for this project however, future impervious surfaces will
include subdivision roads houses driveways and parking. Silt fence will be placed along the
fill/wetland interface to prevent fill material from impacting the adjacent wetlands not permitted
for fill. Stormwater and Sedimentation Erosion Control Plan applications will be submitted by
Shield Engineering for subdivision purposes.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal is not part of the road construction project, however, a central wastewater
system will be constructed for the proposed subdivision outside of Riversound Phase 1.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction
dates to allow processing time for these permits. However, an applicant may choose to list constraints
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control).
No constraints are currently associated with this project
15,11
Applidfa?ht/Agenfs Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLQNT/C ENVIRON?l1ENTAL CONSULT,4NTS, LLC
GRAPHIC SCALE 1 =- 1000, P.O. BOX 3266, K/T7YHAfff, /Y. C. 27949
[phone], e-moil rordormon®aol. cam
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D
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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
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RIVERSOUND PROJECT
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GRAPHIC SCALE 1 = 20' P.O. 90.Y -3266, K/TTY N.4WK, N. C. 27949
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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN 8Y: DOUG D.

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NATIONWIDE #14 FILL PERMIT - AREA C
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLANT/C ENIi/RON Z-NrAL CONSUL WNTS, LLC
GRAPHIC „
SCALE 1 = 20' P.O. BOX 3266, OW 11,01K, N.C. 279 9
252)261-7707, e-mail roxo'onmanWaol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
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NATIONWIDE #14 FILL PERMIT - AREA D
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATLAN7/C ENV/?ONMENTAL CONSUL l4NTS, LLC
GRAPHIC SCALE 1 = 20' P.O. 90/Y 3266, /(/TTY H,4#/,, N. C. 27949
[phone], e-mail rordorman0aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
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NATIONWIDE #14 FILL PERMIT - AREA E
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
A7LAKY L"Nll/RONNN- 7,4L CONSUL 7AN7S, LL C
GRAPHIC SCALE 1 = 20' P.O. BOX .3266, !(/TTY NAYff, N.C. 27949
[phone], email roxdorman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
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NATIONWIDE #14 FILL PERMIT - AREA F
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY -NORTH CAROLINA
,4714N7/C ENV11f0N1f1EN74L CONSULTANTS, LL C
GRAPHIC SCALE 1 20' P.0. BOX .266, K/TTY 11,40, N.C. 279 9
252)261-7707, email i-o rdorman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

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NATIONWIDE #14 FILL PERMIT - AREA G
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA

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GRAPHIC SCALE 1 20 ,
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[phone], e mail Io rdolman®aol. com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

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NATIONWIDE #14 FILL PERMIT - SECTION H
WATERFRONT GROUP
RIVERSOUND PROJECT
CHOWAN COUNTY - NORTH CAROLINA
ATL,4NT/C ENV11f0NMEN7AL CONSM 74N7S, LL C
GRAPHIC „
SCALE 1 = 20' P.O. 9OX J266, /(/TTY 114l K, N. C. 279,0
?252)261-7707, a -mall i-oxdorman0ao%com
DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
USACE Action ID No. DWQ No. 0 Lo - S
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification is
not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? , - -
II. Applicant Information D
AUr L3 ; 2006
I. Owner/Applicant Information
Giavi(..,,-?;; cF"t QJRLITY
Name: The Waterfront Group Yvc7l rr_ srr.? ;.
Mailing Address: c/o Elliott Harwell
17505 West Catawba Avenue
Suite 350
NC 2
Telephone Number: see agent info. Fax Number: see agent info.
E-mail Address: see agent info.
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached
if the Agent has signatory authority for the owner/applicant.)
Name: Roxanne D. Dorman
Company Affiliation: Atlantic Environmental Consultants, LLC
Mailing Address: P.O. Box 3266
Kittv Hawk. NC 27949
Telephone Number: 252-261-7707 Fax Number: 252-261-2965
E-mail Address: RoxDorman(a?aol.com
Page t of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: AEC 06-015A
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN) #7845-00-47-4097 117845-00-35-8443 &
#7845-14-6463
4. Location
County: Chowan County Nearest Town: Edenton
Subdivision name (include phase/lot number): Riversound Subdivision Phase I
Directions to site (include road numbers, landmarks, etc. Heading south on Hwy 17/37 from
Elizabeth City take a left on Haughton Road (Hwy 37) then a right on Dnimmonds Point Road (SRI 100)
subiect tract is located approximately three miles down Drummonds Point Road (SRI 100) on the left side of
SRI 100. The west side of the site is bordered by Middleton Creek, the eastern and southern sides of
the site are bordered by privately owned parcels (residential and farmland) and the north side by the
Yeopim River.
5. Site coordinates, if available (UTM or Lat/Long): 36.04'36"N 7629'02"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Subiect tract is currently undeveloped forested land previously used for silviculture purposes.
There is an existing dirt road (logging road) with existing dilapidated culverts.
7. Property size (acres)
963.62 acres
8. Nearest body of water (stream/river/sound/occan/lake):_ Yeopim River
9. River Basin: Pmquotank River Basin
Page 2 of 8
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hii2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Fill in Section "404" wetlands to prepare the
site for subdivision road construction, replacing existing dilapidated and nonfunctioning
culverts previously constructed for a logging road) with upgraded culverts and one new road
crossing that does not exist at this time.
11. List the type of equipment to be used to construct the project: Dump tnick, frontend
loader
12. Describe the land use in the vicinity of this project: Residential and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A wetland delineation was completed for the subject tract and approved by USACOE, Tracey
Wheeler June 6, however, no Action ID number available at this time. A grubbing and clearing
permit was issued to the Waterfront Group obtained March 31", 2006 for 4.5 acres of
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
Future permits anticipated for the subdivision: Stormwater Permit, CAMA Major Permit,
Sedimentation Erosion Control, 401 Certification. This project will go through the Fast Tract
therefore applications will be in the state office at the same time or prior to this application
request.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 8
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: rill in Section "404" wetlands to prepare the
site for subdivision road construction, replacing existing dilapidated and nonfimctioning
culverts (previously constructed for a logging road) with upgraded culverts and one new road
crossing that does not exist at this time.
11. List the type of equipment to be used to construct the project: Dump (nick, frontend
loader
12. Describe the land use in the vicinity of this project: Residential and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A wetland delineation was completed for the subject tract and approved by USACOE, Tracey
Wheeler June 6, however, no Action ID number available at this time. A grubbing and clearing,
permit was issued to the Waterfront Group obtained March 31", 2006 for 4.5 acres of
disturbance.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
Future permits anticipated for the subdivision: Stormwater Permit, CAMA Major Permit,
Sedimentation Erosion Control, 401 Certification. This project will go through the Fast Tract
therefore applications will be in the state office at the same time or prior to this application
request.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 8
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number "Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres) (yes/no) (linear feet)
A Wetland fill 0.01 ac. yes 955+ feet from Forested Wetland
Middleton Creek
B Wetland fill 0.03 ac. yes 1,220+ feet from Forested Wetland
Yeopim River
D Wetland fill 0.06 ac. yes 3,492+ feet from
Ycopim River Forested Wetland
F Wetland fill 0.03 ac. yes 2,703+ feet from
Yeopim River Forested Wetland
G Wetland fill 0.05 ac. yes 548+ feet from
Ycopim River Forested Wetland
H Wetland fill 0.03 ac. yes 1,494+ feet from
Ycopim Rivcr Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.feina.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.)
List the total acreage (estimated) of existing wetlands on the property: 134 acres
Total area of wetland impact proposed: 0.36 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif

C Culvert and assoc.
rip rap dam
72 Tributary of Middleton
Creek ,
140
intermittent
E
p d assoc.
rip Culvert
30,
Tributary Cofek iddleton
65'
intermittent

Page 4 of 8
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usPs.£oy. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: no stream impacts
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application. N/A
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The Proposed irnnact was limited to a total of 0.36 acre to stav within the General Permit. Wetland fill
proposed is necessa to upgrade existing culverts, excluding one new crossing (G), by replacing the existing
nonfunctioning culverts with new and improved culverts. The existing dirt road was constructed in the early 40's
Page 5 of 8
for silviculture purposes and existing culverts have failed. The replacement and fill is necessary to constnict a
subdivision road according to state and county requirements.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order for
USACE or DWQ to consider the application complete for processing. Any application lacking a required
mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also
choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for
Stream Work in North Carolina, available at littp://h2o.enr.state.nc.us/ncwetIands/stnrtgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation proposed for this project is a conservation easement to preserve the remaining wetlands within
Riversound Phase 1, excluding easements to the shoreline and a 20 foot buffer from the wetland alignment, to
allow the property owner to only clear and maintain vegetation. A copy of this application package will be
submitted to NCEEP as well for the approval letter to accept responsibility for the conservation easement.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
- you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://li2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 6 of 8
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local
buffers associated with the project. The applicant must also provide justification for these impacts in Section VII
above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan.
All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the
DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's
discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 213
.0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other
(please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required
calculate the required amount of mitigation by applying the buffer multipliers.
Zone' Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
s Zone i extends out 30 feet perpendicular from near bank of channel; Zone 2 extends
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of
Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment
Page 7 of 8
into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within
15A NCAC 2B .0242 or .0260.
No buffer mitigation required for this project since disturbance/fill is not within the buffer.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surfaces are not proposed for this project however, future impervious surfaces will
include subdivision roads houses driveways and parking. Silt fence will be placed along the
fill/wetland interface to prevent fill material from impacting the adjacent wetlands not permitted
for fill Stormwater and Sedimentation Erosion Control Plan applications will be submitted by
Shield Engineering for subdivision purposes.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal is not part of the road construction project, however, a central wastewater
system will be constructed for the proposed subdivision outside of Riversound Phase I.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction
dates to allow processing time for these permits. However, an applicant may choose to list constraints
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control).
No constraints are currently associated with this project
e;
ApplidEnt/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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AT ANT/G' ENI?/RONMENr4L CONSULTANTS, LLC
GRAPHIC SCALE 1 = 1000 P.0. 90.r 3266, K/TTY 11,4` r, N.C. 2790
[phone], e-mail roxdormon0aol. com
DATE: 7/27/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D

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GRAPHIC SCALE 1 = 20' A0. 90,r 3266, AVW NA`f'K AC. 27949
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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN 6Y: DOUG D.

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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.
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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.

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SCALE 1 = 20' ,
P.O. 90X .f266,' K/TTY //,4` X, AC. 27949
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DATE: 7/26/06 REVISED: FILE: 06-015 DRAWN BY: DOUG D.