20061425 Ver 1_Complete File_20061011

Permit Class C) ('3 Permit Number
AMENDED 166-06
STATE OF NORTH CAROLINA D(p
Department of Environment and Natural Resources "(/ n
and
Coastal Resources Commission
i3ermit 9"°r 1:p ?o
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118 ?y
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, 113 Airport Drive, Edenton, NC 27932
Authorizing development in Hyde County at unnamed tributary to Middletown Creek,
SR 1109 Marsh Road) , as requested in the permittee's application dated 12/12/01 (MP-1) and
9/5/06 (MP-2 and MP-5), including the attached workplan drawings (9) dated 8/21/06.
This permit, issued on 11/2106 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Roadway Widening and Paving with Culvert Replacements
1) The inverts of all three culverts shall be buried a sufficient depth below normal bed elevation to allow
for passage of water and aquatic life.
2) In order to protect finfish populations in the unnamed tributary to Middletown Creek, and due to the
classification of the unnamed tributary to Middletown Creek as a Primary Nursery Area, no in-water
work or in-marsh work shall be conducted between April 1st to October 1st of any year without prior
approval of the N.C. Division of Coastal Management, in consultation with the N.C. Division of
Marine Fisheries. For the purposes of this moratorium, in-water is defined as those areas that are
inundated at normal water level, including the waters or contiguous inundated wetlands of the
unnamed tributary to Middletown Creek.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
N.C. Department of Transportation Permit #166-06
Page 2 of 4
ADDITIONAL CONDITIONS
3) Riprap is not depicted on the attached workplan drawings, and is not described in the attached permit
application. Therefore, the use of riprap is not authorized without permit modification.
4) No temporary impacts to wetlands or waters of the State are authorized by this permit without permit
modification.
5) Any relocation of utility lines shall require additional approval from DCM, either under the authority of
this permit, or by the utility company obtaining separate authorization.
6) Material excavated may either be used in fill areas associated with the project or shall be removed from
the site and taken to an approved high ground location.
7) All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of
solids into any wetlands or surrounding waters.
8) The temporary placement and double handling of any excavated or fill material within waters or
vegetated wetlands is not authorized. This condition also applies to the removal of the existing culverts,
roadway asphalt and associated materials.
9) No excavation shall take place at any time in any vegetated wetlands or surrounding waters outside of
the alignment of the areas indicated on the attached workplan drawing(s), without permit modification.
10) No excavated or fill material shall be placed at any time in any vegetated wetlands or surrounding
waters outside of the alignment of the fill area(s) as indicated on the attached workplan drawing(s),
without permit modification.
11) All fill material shall be clean and free of any pollutants except in trace quantities.
12) All fill material shall be obtained from an upland source.
13) Debi-is resulting from the removal of the existing culverts, roadway asphalt and associated materials,
shall not enter wetlands or waters of the State, even temporarily.
14) All materials and debris associated with the removal and/or construction of the new roadway and
associated materials shall be disposed of at an approved upland site or shall be recycled in an
environmentally appropriate manner provided appropriate authorizations from any relevant state,
federal, or local authorities are first obtained.
15) Live concrete shall not be allowed to contact the water in or entering into Middletown Creek, or the
adjacent wetlands.
Sedimentation and Erosion Control
16) A silt fence shall be placed at the outside edge of the construction limits where wetlands are adjacent to
the roadway.
N.C. Department of Transportation
ADDITIONAL CONDITIONS
Permit #166-06
Page 3of4
17) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and properties (e.g. silt fence,
diversion swales or berms, etc.).
18) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and the
N.C. Department of Transportation's (NCDOT's) Memorandum of Agreement with the Division of
Land Resources.
19) The permittee shall follow all applicable procedures as detailed in the "Best Management Practices for
the Protection of Surface Waters" document dated June 1991.
20) Due to the classification of Middletown Creek as a High Quality Water, the permittee shall comply with
the Design Standards in Sensitive Watersheds, 15A NCAC 413 .0124.
21) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
Mitip,ation
22) Mitigation of the unavoidable impacts to 0.013 acres of coastal riparian wetlands and 0.088 acres of
non-riparian pine flat wetlands associated with this project shall be performed in accordance with special
condition "a" of the USACE Nationwide Permit No. 14 issued on 10/4/06.
General
23) If it is determined that additional permanent and/or temporary impacts (such as but not limited to
temporary access roads, detours, or matting to transport equipment across wetlands) are necessary that
are not shown on the attached workplan drawing(s) or described in the authorized permit application, a
permit modification and/or additional authorization from DCM shall be required. In addition, any
changes in the approved development plan may also require a permit modification and/or additional
authorization from DCM. The permittee shall contact a representative of DCM prior to commencement
of any such activity for this determination and any permit modification.
24) Development authorized by this permit shall only be conducted within NCDOT Right-of-Ways and/or
easements.
25) The N.C. Division of Water Quality (DWQ) authorized the proposed project on 4/25/02 (DWQ Project
No. 02-0388) under General Water Quality Certification No. 3371. DWQ has determined that a
modification of this Certification is required due to project changes. The permittee shall receive the
modification to the Certification prior to initiating any construction activities authorized by this permit.
Any violation of the modification to the Certification approved by DWQ shall be considered a violation
of this CAMA permit.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
Number 14 (COE Action ID No. SAW-2006-40635-148), which was issued on 10/4/06.
N.C. Department of Transportation Permit #166-06
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: This permit does not eliminate the need to obtain any additional permits, approvals or
authorizations that may be required.
I'eImlt Class
NEW
STATE, OF NORTH CAROLINA
Permit Number
166-06
Department of Environment and Natural Resources
and
Coastal Resources Commission`
LL mit -l,
for ??
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
- X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, 113 A
Authorizing development in Ilyde
Drive, Edenton, NC 27932
County at unnamed tributary to Middletown Creek,
SR 1109 (Marsh Road) , as requested in the permittee's application dated 12/1.2/01 (MP-1) and
9/5/06 (MP-2 and MP-5) including the attached workplan drawings (9) dated 8/21/06.
This permit, issued on 10/10/06 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Roadway Widening and Paving with Culvert Replacements
1) The inverts of all three culverts shall be. burled a sufficient depth below normal bed elevation to allow
for passage of water and aquatic life.
2) In order to protect finfish populations in the unnamed tributary to Middletown Creek, and due to the
classification of the unnamed tributary to Middletown Creek as a Primary Nursery Area, no in-water
work or in-marsh work shall be conducted between April 1st to October 1st of any year without prior
approval of the N.C. Division of Coastal Management, in consultation with the N.C. Division of
Marine Fisheries. For the purposes of this moratorium, in-water is defined as those areas that are
inundated at normal water level, including the waters or contiguous inundated wetlands of the
unnamed tributary to Middletown Creek.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the pennittee or
other qualified persons within twcnty (20) days of Una. issuiilg
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources COnnLllsslon.
,a

Charles S. Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signature of Permittee
N.C. Department of Transportation Permit #166-06
Page 2 of 4
ADDITIONAL, CONDITIONS
Riprap is not depicted on the attached workplan drawings, and is not described in the attached permit
application. Therefore, the use of riprap is not authorized without permit modification.
4) No temporary impacts to wetlands or waters of the State are authorized by this permit without permit
modification.
5) Any relocation of utility lines shall require additional approval from DCM, either under the authority of
this permit, or by the utility company obtaining separate authorization.
6) Material excavated may either be used in fill areas associated v/ith the project or shall be removed from
the site and taken to an approved high ground location.
7) All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of
solids into any wetlands or surrounding waters.
8) The temporary placement and double handling of any excavated or fill material within waters or
vegetated wetlands is not authorized. This condition also applies to the removal of the existing culverts,
roadway asphalt and associated materials.
H1 No excavation shall take place at any time in any vegetated wetlands or surrounding waters outside of
(1e alignment of the areas indicated on the attached worl<plan drawing(s), without permit modification.
10) No excavated or fill material shall be placed at any time in any vegetated wetlands or surrounding
waters outside of the alignment of the fill area(s) as indicated on the attached workplan drawing(s),
without permit modification.
H ) All fill material shall be clean and free of any pollutants except in tfacc quantities.
12) All fill material shall be obtained from an upland source.
13) Debris resulting from the removal of the existing culverts, roadway asphalt and associated materials,
shall not enter wetlands or waters of the State, even temporarily.
14) All materials and debris associated with the removal and/or construction of the new roadway and
associated materials shall be disposed of at an approved upland site or shall be recycled in an
environmentally appropriate manner provided appropriate authorizations from any relevant state,
federal, or local authorities are first obtained.
15) Live concrete shall not be allowed to contact the water in or entering into Middletown Creek, or the
adjacent wetlands.
Sedimentation and Erosion Control
16) A silt fence shall be placed at the outside edge of the construction limits where wetlands are adjacent to
the roadway.
N.C. Department of 'T'ransportation
ADDITIONAL CONDITIONS
Permit #166-06
Page 3of4
17) Turbidity curtains shall be installed immediately downstream of the work area for each of the three
culvert replacements prior to any construction activity. The turbidity curtains shall be properly
maintained and retained in the water until construction is complete and all of the work area contained by
the turbidity curtains has been stabilized by vegetation or other means. The turbidity curtains shall be
removed when turbidity within the curtains reaches ambient levels.
18) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and properties (e.g. silt fence,
diversion swales or berms, etc.).
19) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and the
N.C. Department of Transportation's (NCDOT's) Memorandum of Agreement with the Division of
Land Resources.
20) The permittee shall follow all applicable procedures as detailed in the "Best Management Practices for
the Protection of Surface Waters" docu vent dated June 1991.
21) Due to the classification of Middletown Creek as a High Quality Water, the permittee shall comply with
the Design Standards in Sensitive Watersheds, 15A NCAC 413 .0124.
22) In order to protect water quality, runoff from construction shall not visibly increase the amount of.
suspended sediments in adjacent waters.
Mitigation
23) Mitigation of the unavoidable impacts to 0.013 acres of coastal riparian wetlands and 0.088 acres of
non-ripai7an pine flat wetlands associated with this project shall be performed in accordance with special
condition "a" of the USACE Nationwide Permit No. 14 issued on 10/4/06.
General
24) If it is determined that additional permanent and/or temporary impacts (such as but not limited to
temporary access roads, detours, or matting to transport equipment across wetlands) are necessary that
are not shown on the attached workplan drawing(s) or described in the authorised permit application, a
permit rnodilication and/or additional authorization from DCNI shall be required. In addition, any
changes in the approved development plan may also require a permit modification and/or additional
authorization from DCM. The permittee shall contact a representative of DCM prior to commencement
of any such activity for this determination and any permit modification.
25) Development authorized by this permit shall only be conducted within NCDOT Right-of-Ways and/or
casements.
N.C. Department of Transportation
Permit #166-06
Page 4 of 4
ADDITIONAL CONDITIONS
A) The N.C. Division of Water Quality (DWQ) authorized the proposed project on 4/25/02 (DWQ Project
No. 02-0388) under General Water Quality Certification No. 3371. DWQ has determined that a
modification of this Certification is required due to project changes. The permittee shall receive the
modification to the Certification prior to initiating any construction activities authorized by this permit.
Any violation of the modification to the Certification approved by DWQ shall be considered a violation
of this CAMA permit.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
_ Number 14 (COE Action ID No. SAW-2006-40635-148), which was issued on 10/4/06.
NOTE: This permit does not eliminate the need to obtain any additional permits, approvals or
authorizations that may be required.
v ?o W A T?
r
?c GY
r
o ?
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
October 11, 2006
Hyde County
DWQ Project No. 20020388 v.2
MODIFICATION of APPROVAL of 401 WATER QUALITY CERTIFICATION with ADDITIONAL CONDITIONS
Mr. Anthony Roper, P.E.
NCDOT, Division 1
113 Airport Drive Suite 100
Edenton, NC 27932
Dear Mr. Roper:
You have our approval, in accordance with the attached conditions and those listed below, for the following impacts:

Site Number Wetlands
(acres)
Fill/
Fill Excavation
Buffer Zone 1
(square ft)
Buffer Zone 2
(square ft)
Streams
(linear feet)
1 0.013 0 0 0 0
2 0 0.088 0 0 0
3 0 0 0 0 12
Net Total Impacts 0.101 acres 0 square feet 12 ft
The project shall be constructed in accordance with your application date August 28, 2006 for the purpose of the widening
and paving of, and a pipe replacement on, SR 1109 (Marsh Road) in Hyde County. All the authorized activities and
conditions associated with the original Water Quality Certification dated April 25, 2002 and all subsequent modifications still
apply except where superceded by this certification. After reviewing your application, we have decided that these impacts
are covered by General Water Quality Certification Number 3404. This certification corresponds to the Nationwide Permit
14 issued by the Corps of Engineers. In addition, you should acquire any other federal, state or local permits before you
proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying 404 permit issued by the US Army Corps of
Engineers (this supercedes Condition 19 of General Certification 3404 issued on March, 2003).
This approval is valid solely for the purpose and design described in your application (unless modified below). Should your
project change, you must notify the DWQ and submit a new application. If the property is sold, the new owner must be given
a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If total
wetland fills for this project (now or in the future) exceed one acre, or of total impacts to streams (now or in the future)
exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For
this approval to remain valid, you must adhere to the conditions listed in the attached certification.
1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of Completion Form"
to notify DWQ when all work included in the 401 Certification has been completed. The responsible party shall
complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality upon completion of
the project.
None Caroppa.
N. C. Division of Water Quality 943 Washington Square Mall Washington, N.C. 27889 Telephone [phone]?IICQ f?
FAX [phone] Internet: www.ncwaterquality.org
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

2.) 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.
3.) Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
4.) No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification.
5.) The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization
shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to areas within the
fencing are prohibited unless otherwise authorized by this certification.
6.) Native riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
7.) There shall be no waste disposal into jurisdictional wetlands or waters associated with this permit without appropriate
modification. Should waste or borrow sites be located in wetlands or stream, compensatory mitigation will be required
since it is a direct impact from road construction activities.
8.) 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.
9.) The dimension, pattern and profile of the stream above and below the crossing should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
10.) The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream stabilization
shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
11.) Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation, 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.
12.) Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation
and reduce the likelihood of introducing other pollutants into the stream.
13.) If concrete is used during construction, a dry work area should be maintained to prevent direct 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.
14.) All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1.
15.) 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 than 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
AV
manner that may result in dis-equilibrium 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.
16.) 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 designated or achieved use) or that State or federal law is being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
17.) 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 Division Engineer and the on-
site project manager.
If you do not accept any of the conditions of this certification, 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 that conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447.
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 contact Garcy Ward at [phone].
S' e
ly,
3
for Alan W. Klimek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Mr. Bill Biddlecome, US Army Corps of Engineers, Washington Field Office
Mr. Clay Willis, Division 1 Environmental Officer, NCDOT
Cathy Brittingham, DCM, 1638 Mail Service Center, Raleigh, NC 27699
Mr. Garcy Ward, NC DWQ, Washington Regional Office
Central Files
File Copy
s
1
STAIF
ay??
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, N.C. 27889-1000
Attention: Bill Biddlecome
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A U G 13 a 2006
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Subject: NW 14 request for Secondary Road Construction Project on SR 1109 Marsh Rd., Hyde County.
NCDOT is requesting the issuance of a NW 14 permit and 401 Water Quality Certification for
wetland impacts associated with the construction of Secondary Road SR 1109 in Hyde County. This road is
an existing gravel road with a 16-foot travel way. The proposed upgrade will increase the travel width by 2
feet on the north side. This will result in an 18-ft. roadway surface with shoulders varying in width from 3-
4 feet. Drainage improvements will include pipe replacements and roadside drainage ditches as shown on
the provided permit drawings. Impacts to jurisdictional wetlands will be 0.013 acres of Coastal Marsh and
0.088 acres of Pine Plantation, which totals to 0.101 acres. Wetland impacts have been through two efforts
of minimization. Each effort involved reducing the shoulder widths, roadside ditches, and changing the
alignment. The 0.101 acres of wetland impact are unavoidable and mitigation for these impacts will be
provided through the Ecological Enhancement Program. This project is being reviewed by the SHPO for
any issues involving historic/archeological resources. The project will also be reviewed by the U.S.F.W.S.
for compliance with the Endangered Species Act. There is suitable habitat for one listed species in the
project area. This species is Sensitive Joint-Vetch (Aeschynomene virginica) which occurs in tidal rivers,
creeks where sediments accumulate and extensive marshes form. The project area consist of man-made
tidal ditches and naturally formed marshes that are suitable habitat for this species. A survey for this
species was conducted on August 8, 2006 by Clay Willis. The species was not found in the project area and
a conclusion of "Not Likely to Adversely Effect" was determined. A letter is being sent to the U.S.F.W.S.
for concurrence on this determination.
Included with this letter is the Preconstruction Notification Form, permit drawings, location map
and aerial photo depicting the project area. If you have questions about the project or need additional
information please call Clay Willis at 252-482-7977.
Sincerely,
Anthony Roper
Division One Engineer
Clay Willis 0,1,y J l
Division One Environmental Officer
Cc: Garcy Ward, DWQ
Sterling Baker, NCDOT
Darrick Lee, NCDOT
LYNDO TIPPETT
SECRETARY
August 28, 2006
SR 1109 Marsh Road
Hyde County - Quad Middleton
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Soil Survey of Ilyde County, North Carolina
Map Unit Legend Summary
Hyde County, North Carolina
Map Unit Symbol Nlap Unit Name Acres in AOI Percent of AOl
AcA Acredale silt loam, 0 to 2 percent 24.5 13.3
slopes, rarely flooded
ArA Arbent loam, 0 to 2 percent 4.6 2.5
slopes, rarely flooded
BaA Backbay mucky peat, 0 to 1 43.8 23.9
percent slopes, very frequently
flooded
BrA Brookman loam, 0 to 2 percent 24.0 13.1
slopes, rarely flooded
HyA Hydeland silt loam, 0 to 2 percent 86.6 47.2
slopes, rarely flooded
USDA Natural Resources Web Soil Survey I.1 8/2K.'2006
.:.::J fonservation.Senia National Cooperative Soil Survey Page 3 of 3
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: SR 1109 Marsh Road, Hyde County
2. T.I.P. Project Number (NCDOT Only): WBS # I .C048010
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Hyde County Nearest Town: Middleton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take US 264 East traveling
towards Englehard, Hyde County. Turn right on SR 1114, this takes you to Middleton then
turn right on SR 1108, travel for approximately 0.6 miles and SR 1109 (Marsh Rd) is on the
left.
5. Site coordinates, if available (UTM or Lat/Long): 35.470525 N, 76.017078 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:
Agricultural, woodland, rural residential area with surrounding wetlands.
7. Property size (acres): 3.3 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Middleton Creek
9. River Basin: Tar-Pamlico
(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/a(Imin/niaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Upgrade and existing gravel road to a paved
surface roadway at current state standards. Replace existing cross pipes and improve
roadway drainayw.
11. List the type of equipment to be used to construct the project: backhoe, grader, excavator,
paving equipment and dump trucks.
12. Describe the land use in the vicinity of this project: rural, agriculture, woodland
IV. Prior Project History
If jurisdictional determinations and/or pen-nits 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.
Permits for this project were applied for in 2002 under a CAMA major permit , COE individual
permit, and DWQ 401 certification. The project was put on hold due to redesign, which reduced
impacts significantly. The reduction of impacts will now allow the project to be permitted under
a NW 14 permit from the COE, which is being requested through this application. The CAMA
major permit has been taken off hold status.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
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
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.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Site 1 fill 0.013 Yes 1,500 ft. Coastal (riverine) marsh
Site 2 Fill/excavation 0.088 Yes 1,500 ft. Pine Plantation

* 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 snaps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenrt.aov.
*** 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: 0.65 acres
Total area of wetland impact proposed: 0.101 acres
2. Stream Impacts, including all intermittent and perennial streams: None
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 seci

Site 3
Pipe Fill
12 Unnamed tributary to
Middleton Creek
3-4 feet
Intermittent (ditch)

* 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
wAvw.usgs. Gov. Several intcmet sites also allow direct download and printing of USGS maps (e.g., www.topo7one.Coin,
www.mapcuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. NONE
Page 6 of 12
Open Water Impact Area of
Name Wat Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond estuary,
sound,
(indicate on ma) (acres) bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, 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.
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.
All upgrades to road are on existim! alienment. This proiect has aone throueh two efforts of
minimization. Both efforts involved reducing the footprint of the roadway. The original design
including _using all of the right-of-way to build the road with 6 ft. shoulders and ditches on either
side and realigning a curve. The realignment was done away with along with smaller shoulders
and some of the roadside ditches were eliminated. It was also determined the widening could
occur to the north side of the road, which reduced wetland impacts.
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.
Page 7 of 12
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
httn://li2o.enr.state.nc.us/ncwetiands/strmi,,ide.htmi.
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.
NCDOT is requestingmitigation for 0.013 acres of Coastal Marsh and 0.088 acres of
non-riverine wetlands through the Ecosystem Enhancement Program (EEP?
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://h2o.enr.state.lic.tic,/%,,,i-p/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): 0.088 acres
Amount of Coastal wetland mitigation requested (acres): 0.013 acres
Pages of 12
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 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
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 Mdltiplier Required
Mitigation
1 N/A 3
2 1.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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
Page 9 of 12
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
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.
The existing impervious area on the entire project is approximately 1.06 acres. The roadway will
be widened by two feet which will increase the impervious acreage to 1.19 acres. The gavel
road will be a paved surface, which will reduce sedimentation into nearby surface waters.
NCDOT BMP's will be in place during construction to control erosion and off-site
sedimentation. This will include silt fence, check dams, and catch basins.
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.
None
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No Z
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).
Page 10 of 12
tu,? pl?gelav
Applicant/Agent's Signahre Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Page 11 of 12
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site : SR 1109 (Marsh Road) Date : 8/23/01
Applicant/Owner : NC Department of Transportation County: IIyde
Investigator: Kristen Shacochis, Environmental Officer State : NC
Normal Circumstances? Yes Community ID Forested
Significantly Disturbed (atypical)? No Transect ID
Potential Problem Area? No Plot ID : 1

Dominant Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Pinus tacda T FAC
tMyrica cerifera SSH FAC+
Phragmites australis H FACW
Ileleniunt amarum H FACU-
Percent Dominance 75.0 Rio Remarks:
FAC Neutral Test 66.7%
HYDROLOGY
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water
Depth of Saturated Soil
Depth to FreeWater in Pit
to
3 in
6 in
Wetland Hydrology Indicators:
Primary: Saturated in Upper 12 Inches
Secondary: Oxidized Root Channels in Upper 12
inches
Soil Series: Acredale Silt Loam Drainage Class: Poorly Drained
Soil Taxonomy Endoaqualfs Do Field Observations Confirm Ntapped Type? Yes
Profile escnption: Matrix Mottle Mottle Tcxture,Concations
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) Abundance-Contrast Structure, etc.
0to2 O
3 to 12 B 2.5 YR 2.5/1 5 R 2.5/6 Clay
Hydric Soil Indicators:
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
V ft I LAND Ut I tKMINATION
Is Hydrophytic Vegetation Criteria met'' Yes Remarks:
Is Hydrology Criteria met'? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Mnniml?
Project/Site : SR 1109 (Marsh Road) Date: 8/23/01
Applicant/Owner : NC Department of Transportation County: Ilyde
Investigator : Kristen Shaochis, Enviornmental Officer State : NC
Normal Circumstances? Yes Community ID CtUtilA Marsh
Significantly Disturbed (atypical)? No Transect ID : I
Potential Problem Area? No Plot ID : 2
\/C/-PT A Ttf1\t
Dominant Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Spartina patens lI FACW
Baccharis halimifolia SSII FAC
Phragmites australis
i 11 FACW
Percent Dominance 100.0% Remarks:
FAC Neutral Test 100.0 pia
HYDROLOGY
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water
Depth of Saturated Soil
Depth to FreeWater in Pit
i
emar ks:
Wetland Hydrology Indicators:
Primary: Saturated in Upper 12 Inches
to
4 in
in
Secondary: Oxidized Root Channels in Upper 12
inches
Soil Series: Backbay Mucky Peat Drainage Class: Very Poorly Drained
Soil Taxonomy Humaquepts Do Field Observations Confirm Mapped Type? Yes
rote Description: Matrix Mottle Mottle Texture, Concertions
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0 to 11 O 10 YR 2/2
11 to 12 B 10 YR 211 Loam
Hydric Soil Indicators:
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
D DETERMINATION
Is Hydrophytic Vegetation Criteria met'? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site : SR 1109 (Marsh Road) I Date : 8123101
Applicant/Owner : NC Department of Transportation County: Hyde
Investigator : Kristen Shaochis, Enviornmental Officer State : NC
Normal Circumstances? Yes Community ID CAtti1A Marsh
Significantly Disturbed (atypical)? No Transect ID : I
Potential Problem Area? No Plot ID: 3
VEGETATI
Dominant Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Spartina patens H FACW
Baccltaris halimifolia SSH FAC
Dichromena latifolia H FACW+

Percent Dominance Remarks:
100.0%
FAC Neutral Test 100.0 Rio

HYDROLOGY
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water in
Depth of Saturated Soil 4 in
Depth to FreeWater in Pit in
Wetland Hydrology Indicators:
Primary: Saturated in Upper 12 Inches
Secondary: Oxidized Root Channels in Upper 12
inches
S
Soil Series: Backbay Mucky Peat Drainage Class: Very Poorly Drained
Soil Taxonomy Ilumaquepts Do Field Observations Confirm Mapped Type? Yes
Profile Description: Matrix Mottle Mottle Texture. Concertions
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) AbundanceiContmst Structure, etc.
0 to 11 O 10 YR 2/2
11 to 12 B 10 YR 2/1 Loam
Hydric Soil Indicators:
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
? I
WETLAND DETERMINATION
Is Hydrophytic Vegetation Criteria met'? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes

ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands DelinPatinn Manuall
Project/Site : SR 1109 (ilIarslt Road) Date : 8/23/01
Applicant/Owner : NC Department of Transportation County: Hyde
Investigator : Kristen Sliaochis, Enviornmental Officer State : NC
Normal Circumstances? Yes Community ID Forested
Significantly Disturbed (atypical)? No Transect ID : 1
Potential Problem Area? No Plot ID : 4
I
VL-v
Dominant Plant Species Strat. Ind. Dominant Plant Species Strat. Ind.
Pinus tacda T FAC
Juncus effusus H FACW+
blyrica cerifera SSH FAC+
11clenium amarum H FACU-
Percent Dominance 75.0 Rio Remarks:
FAC Neutral Test 66.7%
-IYDROLOGY
Recorded Data (described below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water
Depth of Saturated Soil
Depth to FreeWater in Pit
In
3 in
6 in
Wetland Hydrology Indicators:
Primary: Saturated in Upper 12 Inches
Secondary: Oxidized Root Channels in Upper 12
inches
7vlt-o
Soil Series: Acredale silt loam Drainage Class: Poorly Drained
Soil Taxonomy Endoaqualfs Do Field Observations Confirm Mapped Type? Yes
Profile Description: ;Matrix Mottle Mottle Texture, Concenions
Depth (in.) Horizon (Munsell Moist) (Munsell Moist) Abundance, Contrast Structure, etc.
0tp2 O
3 to 12 B 2.5 YR 2.5/1 Loam
Hydric Soil Indicators:
Aquic Ni foisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
LAND DETERMINATION
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
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PRE-CONSTRUCTION NOTIFICATION (PCN)
Mr. John Hennessy
Division of Water Quality
North Carolina Department of Environment
And Natural Resources, Raleigh, NC
(Fax) 919-733-6893
Ron Scchler
National Marine Fisheries, Beaufort, NC
(Fax) 252-728.8728
Travis Wilson
North Carolina Wildlife Commission, Crccdmoor, NC
(Fax) 919-528-9839
Sara Winslow
NC Division of Marine Fisheries, Elizabeth City, Regional Office
(Fax) 252-264-3723
Gary Jordan
US Fish and Wildlife Service, Raleigh, NC
(Fax) 919-8564556
C) -Z0 3F3'J' Z
1. ORM ID:c? -?QCo3s 1 4JS
2. APPLICANT: g(-DoT
3. DATE OF TRANSMITTAL: ?- S-L t ?DCa
4. RESPONSE DEADLINE: 1?1
5. COMMENTS DEADLINE: 185 Wit- =- ?
6. SEND COMMENTS TO: US Army Corps of Engineers
Washington Regulatory Field Office
Attn: William Biddlecome (Bill)
[phone] ext. 26
Post Office Box 1000
Washington, North Carolina 27889
82/T'd 2689SS16T6:01 6E2TSZ62S2 N019NIHSUN 39dSn:w0j3 S0:9i 9002-10-d3S
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RECEMED
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STATE OF NORTH CAROLINA
DEPARTMENT
MICHAEL F. EASLEY
GOVFRNOR
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washingnon, N.C. 27889-1000
Attention: Bill Biddlecome

OF TRANSPORTATION
LYNDO TIPPETT
SECRETARY
August 28, 2006
Subject: NW 14 request for Secondary Road Construction Project on SR 1109 Marsh Rd., Hyde County.
NCDOT is requesting the issuance of a NW 14 permit and 401 Water Quality Certification for
wetland impacts associated with the construction of Secondary Road SR 1109 in Hyde County. This road is
an existing gravel road with a 16-foot travel way. 1 he proposed upgrade will increase the travel width by 2
feet on the north side. This will result in an 18-ft. roadway surface with shoulders varying in width from 3-
4 feet. Drainage improvements will include pipe replacements and roadside drainage ditches as shown on
the provided permit drawings. Impacts to jurisdictional wetlands will be 0.013 acres of Coastal Marsh and
0.088 acres of Pine Plantation, which totals to 0.101 acres. Wctland impacts have been through two efforts
of minimization. Each effort involved reducing the shoulder widths, roadside ditches, and changing the
alignment. The 0.101 acres of wetland impact are unavoidable and mitigation for these impacts will be
provided through the Ecological Enhancement Program. This project is being reviewed by the SHPO for
any issues involving histeric/archeological resources. The project will also be reviewed by the U.S.F.W.S.
for compliance with the Fndangered Species Act. There is suitable habitat for one listed species in the
project area. This species is Sensitive Joint-Vetch (Aeschynomene virginica) which occurs in tidal rivers,
creeks where sediments accumulate and extensive marshes form. T2te project area consist of man-made
tidal ditches and naturally formed marshes that arc suitable habitat for this species. A survey for this
species wav conducted on August 8, 2006 by Clay Willis. The specics was not found in the project area and
a conclusion of "Not Likely to Adversely Effect" was determined. A letter is being sent to the U.S.F.W.S_
for concurrence on this determination.
Included with this letter is the Prtconstruction Notification Form, permit drawings, location map
and aerial photo depicting the project area. if you have questions about the project or need additional
information please call Clay Willis at 252-482-7977.
Sincerely,
Anthony Roper
Division One Engineer
Clay Willis rr-'
Division One Environmental Officer
Cc: Garcy Ward, DWQ
Sterling Baker, NCDOT
Darrick Lee, NCDOT
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Soil Survey of llyde County, North Camlina
Map Unit Legend Summary
Hyde County, North Carolina
Map Unit Symbol Map Unit Namc Acres in AOI Percent of AOI
AcA Acrcdalc silt loam, 0 to 2 percrnt 24.5 13.3
slopcs, rarely flooded
ArA Argcnt loam, 0 to 2 percent 4.6 2.5
slopcs, rarely flooded
BaA Backbay mucky peat, 0 to 1 43.5 23.9
percent slopes, very frequently
flooded
BrA Brwkman loam, 0 to 2 percent 24.0 13.1
slopes, rarely flooded
HyA Hydeland silt loam, 0 to 2 percrnt 86.6 47.2
slopes, rarely flLwded
USDA Nature uewarreo Web Soil Survey 1.1 8/28''-W6
Cownstlon Ser+* National CnnrCratire Soil Su vcy Page 3 or 3
82/9'd z683zCiGZ6:o1 6E2TSL62S2 NO19NIHSUN 29US(l:woad 913:9L 9002-!0-d2S
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Office Use Only: Fonn Version April 2001
USAGE Action ID No. DWQ No.
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 RECENED
1. Check all of the approval(s) requested for this project: L ' . c..
0 Section 404 Permit e? aa,y
? Section 10 Permit 1Rct;lt3 AtAky RRAMII
® 401 Water Quality Certification
Z Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section Vhl - Mitigation), check here: ?
11. Applicant Information
1. Owner/Applicant Information
Name: Clay Willis, NC DOT Division One Environmental Officer
Mailing Address:_ 113 Airport Dr. Suite 100 Edenton, NC 27932
Telephone Number: [phone] _Fax Number.. [phone]
E-mail Address:[e-mail]
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: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 3 of 12
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M.
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 1 I 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: SR 1109 Marsh Road , Hyde Count
2. T.I.P. Project Number (NCDOT Only): WBS # 1.C048010
3, Property Identification Number (Tax PIN): N/A
4. Location
County: Hyde County Nearest Town: Middleton
Subdivision name (include phasellot number): N/A
Directions to site (include road numbers, landmarks, etc,): Take US 264 East travclint>
towards Fnglehard, Hyde County. Turn right on SR 1114, this takes you to Middleton, then
turn ri ght on SR 1 10$ travel for approximately 0.6 miles and SR 1109 (Marsh Rd.) is on the
left.
5. Site coordinates, if available (UTM or Lat/Long): 35.470525 N,_ 76.017078 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:
Agricultural woodland, rural residential area with surrounding wetlands.
7. Property size (acres): 3.3 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Middleton Creek
9. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http,//b2o.einr.st,,ite,nc.us/a(imiDJnitos l.)
Page 4 of 12
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10. Describe the purpose of the proposed work: Up ode and existing _gravel _road to a paved
surface roadway at current state standards. Replace existing cross pipes and improve
roadway drainage.
11. List the type of equipment to be used to construct the project: backh,oe, &[ader, excavator,
paving, equipment and dump trucks.
12. Describe the land use in the vicinity of this project: rural, agriculture woodland
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 1D 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.
Permits for this project were applied for in 2002 under a CAMA major permit , COE individual
permit and DWQ 401 certification The proiect was put on hold due to redesign which reduced
impacts significantly. The reduction of impacts will now allow the project to be permitted under
a NW 14 permit from the COE, which is being requested throw this application. The CAMA
major permit has been taken off hold status.
Future Project Plans
Are any additional permit requests anticipated for this project in the future'? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
Proposed Impacts to Waters of the United StateslWaters 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
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 Vlli below. If additional space is needed for
listing or description, please attach a separate sheet.
Page S of 12
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OT 'Cl SiJNd?13M-JMOt3WdN £6G9ZOZ6T6:-l31 2S:t7T nH1 9002-1-d3S
I
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-y=Floodplain"+
es/no Distance to
Ncarest Stream
(linear feet
'type of Wetlttnd•**
Site I fill 0.013 Yes 1,500 fG Coastal (rivoinc) marsh
Site 2 FilVeuavation 0.038 Yes 1,500 !L Pinc Plantation

+ List each impact separately and identify temporary impacts, lmpaety include, but arc not limited to: mechaniz clearing, grading, btl,
excavation, flooding, ditching/drainage, etc. For dame, sepiuutely list impacts due to both structure and flooding.
•" 100•Ycar floodplains are identified through the Federal Emergency Managematt Agcncy's (FEMA) Flood insurance Rate Maps
(FIRM), or FEMA-approved local Ilondpl;un maps. Maps arc available through the FEMA Map Service Ccutcr at 1.800-358-9616, or
online at h11w!'w%vw.1ema_n2v.
••+ List a %rtland type that best describcs wetland to be impacted (c.g., freshwater/saltwater marsh, forestui wetland, beaver pund,
Can)] ina Bay, bog, ctc,)
List the total acreage (estimatcd) of existing wetlands on the property: 0.65 acres
Total area of wetland impact proposed: 0.101 acres
2. Stream Impacts, including all intermittent and perennial streams: None
Stream Impact
Site Ntunber
(indicate on mu)
't'ype of Impact* Length of
Impact
linear feet
Stream Name" Average Width
Uf Stream
Before Impact Pcrcnnial OT
Intermittent?
(please scci

Site 3
Pipe Fill
l2 Unnamed tributary to
Middleton Creek
3-4 feet
Intcrmittcrrt (ditch)

* List each impact scpmtely and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rnp,
dams (separately list impacts duc to both structure and flooding), relocation (include linear feel before and after, and net lossigain),
stabilisation uciivitics (cancnt %"It, rip-rap, crib wall, gabions, etc.), excavation, ditching/stmightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and rclmatcd streams mast be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as Ur (unnamed tributary) to the nearest
4)wnstmarn named strc= into which it flows. USGS maps are available through the USGS ut 1-800-358.9616, or online at
«,vw mg;s„r. Several intartct sites also allow direct download and printing of USGS maps (e,g., w?lv.tnrw? ,aim,
wunv.m?ncuLSt.eom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. NONE
Page 6 of 12
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Open Water Impact
Site Number
(indicate un ma
Type of Impact# Area of
Impact
(acres) Name of Watcrbody

(if applicable) Type of Watcrbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List melt impact scparatcly and identify temporury impacts. Impacts include, but are not limited to: fill, excavation, & gang,
lloWinb, druinugc, bulkhcads, ctc.
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.
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, 1t 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.
All upgrades to road are on existing, alignment This project has stone through two efforts of
minimization Both efforts involved reducing he footprint of the roadway. The ori ginal design
including using all of the right-of-way to build the road with 6 ft shoulders and ditches on_either
side and realigning a curve The realignment was done away with along with smaller shoulders
and some of the roadside ditches were eliminated It was also determined the widening could
occur to the north side of the road which reduced wetland imuncts.
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
freshwate=r wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 7 of 12
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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
httn:, /112o.enr.state.ne.us/ncwetl ands/strtimeide.html.
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.
NCDOT is requesting mitigation for 0.013 acres of Coastal Marsh and 0.088 acres of
non-riverine wetlands through the Ecosystem Enhancement Program EEP).
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/Wcdands 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 hap://h2o.enr.stnte.ne.ugw-ip/index.htrn. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): 0.088 acres
Amount of Coastal wetland mitigation requested (acres): 0.013 acres
Page 8 of 12
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IX.
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes Q No ?
X.
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 [3 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 ?
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 V1I 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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No El 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
(s bare feet) Multiplier Required
Mitigation
1 N/A 3
2 1.5
Total
' Zone I extends out 30 feet perpendicular from near bank of channel; 'Lone Z extends an
additional 20 feet from the edge of Zone I .
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
Page 9 or 12
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SaNU113M-GM0:3WUN 26892216i6:131 zS:t7T nH1 9002-L-d3S
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
N/A
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.
The existing impervious area on the entire proiect is approximately 1.06 acres. The roadway will
he widened by two feet, which will increase the impervious acreage to 1.19 acres. _The ggvel
road will be a paved surface, which will reduce sedimentation into nearby surface waters.
NCDOT BMP's will be in place during construction to control erosion and off=site
sedimentation. This will include silt fence, check dams, and catch basins.
XI1. 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.
None
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No Q
Is this an after-the-fact permit application?
Yes ? No
XM 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
wort: 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).
Page 10 of 12
82/bti'd 26392SL6j6:01 662TSL62S2 NOiSHIHSdM 33HSfl:WOJJ 60:9Z S002-20-d3S
ST •d
SGNd-113M-0MG:3WUN 26892216%:-131 CS:t T NHl 9002-L-d3S
0?u gl"Iela#
Applicant/Agent's Signa0re Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackscn Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabamts Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashc Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: (919) 876-S283 Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bcrtic Isar a Lenoir Tyrrell
Post Office Box 1000 Camdcn Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of En&ccrs Bladen Harnett Pcndcr
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
T'clephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland Ncw Hanover Scadand
US Fis
US Fish and Wildlife Service
Raleigh Ficld Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
farine Fisheries Service
National Marinc Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality State Historic Preservation Office
Wetlands Restoration Program Department Of Cultural Resources
1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Page 11 of 12
h and Wildlife Service / National rV
US Fish and Wildlife Service
A.,iheville Field Office
160Lillicoa Strcet
Asheville, NC 28801
Telephone: [phone]
e2/ST'd 2-68922LGT6:01 662TS162S2 N0i9NIHSUM 3:)tjsn:woj3 8095 9002-L0-d3S
9T 'd

SGNd-113M-0Ma :3WUN 268922L6T6 : X31 SS : t7T nFli 9002-L-d3S
ROUTINE WETLAND 02TERMINATION
(1987 COE Wetlands Delineation Manual)
l'rojectlStte : SR 1109 (Marsh Road) Date : 8123101
Applicant/Owaer : NC Department of Transportation County: Hyde
Investigator: Kristen Shaeochis, Environmental Officer State ; NC
Normal Circumstances? Yes Community ID Forested
Significantly Disturbed (atypical)? No Transcct ID : I
Potential Problem Area? No Plot ID:
I
VEGETATION
Dominant Plant Species
Pinustaeda
Myrica cerifera
Phragmites australis
Helentum amarum
Stral. Ind.
Percent Dominance
FAC Neutral Test
HYDROLOGY
T FAC
SSH FAC+
It FACW
H FACU-
75.0 %
66.7%
Dominant Plant Species Strat, Ind.
kecotdud Data (described below):
Stream, Lake or Tide Gang
Aerial Photographs:
Othcr:
Depth of Surface Water in
Depth efSaturated Soil 3 in
Depth to FrccWatcr in Pit 6 in
cmai
Wetland Hydrology Indicators:
Primary: Saturated in Upper 12 Inches
Secondary: Oxidized Root Channels in Upper 12
inches
Soil Series: Aeredale Silt Loam
Soil'raxoncmy Endoaqualfs
rotrlC ?cscription?? ~"?MattSx
Dcpth (in.) Benzon (Munsdi Moist)
0tD2 0
3to 12 B 2.5YR2.511

Aquic !Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Drainage Class: Poorly Drained
Do Field Observations Confirm Mapped Type? Yes
htvUle Mottle Texturc,Conrcnions
(Munstll Moist) Abundance Contru?,t Suvcturc, etc.
5 R 2.516 - Clay
WETLAND DETERMINATION ----
Is Hydrephytic Vegetation Criteria met'. Yes Remarks:
is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
82/9T'd 2683222-6T6:01 662TSL62S2 N019NIHS61 39dSfl:tuojd 8©:9T 9002-L0-d3S
L1= 'd
SCHU11311-0110:2WUN £689C£Z6I6:_121 2s:t7T f1Hl 9002-Z-d3S
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands D©lineation Manual)
Project/Sitc ; SR 1109 (Marsh Road) Date : 8123101
ApplicantlOwtter ; NC Department of Transportation County: Hyde
Investigator : Kristen Shaoehis, Eoviprnmental Officer State : NC
Normal Circumstances? Yts Community ID CAIIIA Marsh
Significantly Disturbed (atypical)? No Transect ID : I
Potential Problem Area? No Plot 10.
Z
VEGETATION
Dominant Plant Species Staat. Ind. Dominant Plant Species Strut. Ind.
Spartina patens II FACW
Baccharis halimifolia SSH FAC
Phragmites australls H FACW
Percent Dominance 100.0% Remarks:
PAC Neutral Test 100.0
HYDROLOGY
Recorded Data (desctibed below):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
ucPrtt U1 Qut+µ(,C YVUICi to
Depth of Saturated Soil 4 in
Depth to FrecWatcr in Pit in
Wetland Hydrology Indicators:
Primary' Saturated is Upper 12 Inches
Secondary: Oxidized Root Channels in Upper 12
inches
Soil Series; Bach-bay Mucky Peat Drainage Class: Very Poorly Drained
Soil Taxonomy Humugaepts Do Field Observations Confirm Mapped Type? yes
Profile escription: Matrix Mottle Mottle Texture, Conccrtions
Depth (in.) Herizun W11wil Moist) (Munscll Moist) Abundanet/Contrazt Structure, cm
0to11 0 10YR212
11 to 12 B 10 YR 211 Loam
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
1 '
WETLAND DETERh11
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria met Yes
Is Sampling Point Within a Wetland? Yes
e2/ LT'd 26392226T6:01 6621SZ62S2 NOICNIHSdM 29dSn:wo-Ad 6t3:9T 5002-)_0-d2S
BT 'd SONd-l13M-0MQ:3WdN 2669222-6S6:X31 t7S:t7Z f1Hl 9002-L-d3S
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
ProjecOgite : SR 1104 Olarsh Road) Date : gJ23/p(
ApplicandOv.mcr : NC Dcpartment of Transportation County. Hyde
Investigator : Kristen Shaochis, Enviornmental Officer State : NC
Normal Circumstances'? Yes Community ID CPu11A Marsh
Significantly Disturbed (atypical)? No Transect ID : I
Potential Problem Area? NO Plot ID ; 3
VEGETATION
ncwrucu IJfra ?ucscnvcu ucww):
Stream, Lake or Tide Gaug
Aerial Photographs:
Other:
Depth of Surface Water in
Dcpth of Saturated Soil 4 in
Depth to FreeWater in Pit in
wetland Hydrology Indicators:
Primary: Saturated in Upper 12 Inches
Secondary: Oxidized Root Channels in Lipper 12
inches
SOILS
Soil Series: Baekbay Mucky Peat I DraimSe Class: Very Poorly Drained
Soil Taxonomy Ilumaquepts Do Field Observations Confirm Mapped Type? Yes
ro a Description: Matrix Mtottle Mottle 'rcxture.Cnnccnions
Dcpth (in.) Horizon (Munsdi Moist) (Munscll Moist) AbundanceiConimst Strnuure, Cu.
0 to 11 to 10 YR 2/2
It to 12 B to YR 211 Loam
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
DETERMINATION
Is Hydrophytic Vegetation Criteria met? Yes Remarks:
Is Hydrology Criteria met? Yes
Is IIydric Soils Criteria met Yes
Is Sampling Peint Within a Wetland? Yes

82/8ti'd 268922161:6:01 662ISL62S2 N0I9NIHSUN 33tsn:wojd 60:9r 9002-L0-d3S
6T 'd
SONU-113H-0N0:3WdN 268922L6T6t-l31 t7S:t7T nHl 9002-L-d3S
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site : SR 1109 (Marsh Road) D
t

Applicant/Owner : NC Department of Transportation a
e : 8/23/01
Count
:

Investigator : Kristen Shauchis,
-
EavIornmental Officer y
Hyde
State : NC
Normal Circumstances? Yes Community ID Forested
Significantly Disturbed (atypical)? No Trans ect ID : 1
Potential Problem Area? No Plot ID: 4
VEGETATION
Dominant Plant Species Strut Ind. Dominant Plant Species Strtt, Ind
Pinus tacda T FAC
Juucus effusus H FACW+
blyrlca cerifern SSIT la AC+
Helenium umarurn I1 FACU-
Percent Dominance
Remarks:
%
75
0 D
.
,
FAC Neutral Test 66.7%
HYDROLOGY
Recorded Data (described below):
Stream, Labe or 'fide Gaug
Aerial Photographs:
Other:
Depth of Surface Water in
Depth of Saturated Soil 3 in
Depth to FrceWatcr in Pit 6 in
Wetland Hydrology Indicators:
Primary: Saturated in Upper 1. 2 Inches
Secondary: Oxidized Root Channels in Upper 12
inches
Soil Series: Acredate silt loam Drainage Class: Poorly Drained
Soil Taxonomy Endoaqualfs Do Field Observations Confirm Mapped Type? yes
co t e cscnptton' Matrix Mottle btonlc rcxturv. concations
Depth (in.) How= (Munsell'Moist) (Mwacll Moist) Abund:mcuContrast Structure, etc.
0tp2 O
3 to 12 B 2.5 YR 2.5/1 Loam
Hydrtc Soil Indicators:
Aquic Moisture Regime
Reducing Conditions
Greyed or Low-Chronta Colors
LAND
Is Ilydroplipic Vegetation Criteria met'? Yes Remarks:
Is Hydrology Criteria met? Yes
Is Hydric Soils Criteria mct Yes
Is Sampling Point Within a Wetland? Yes
82/6T'd 26892216T6tol 662TS2-62S2 NOISNIHSCH 39HSfl:wo-td 60:9T 9002-10-d3S
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